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@ARTICLE{acar86,
  author = {Yalcin B. Acar and Mehmet T. Tumay},
  title = {Strain Field Around Cones in Steady Penetration},
  journal = {Journal of Geotechnical Engineering},
  year = {1986},
  volume = {112},
  pages = {207-213},
  number = {2},
  owner = {gopal},
  timestamp = {2007.02.24}
}

@INPROCEEDINGS{stoll95,
  author = {Akal, T., and Robert D Stoll},
  title = {An Expendable Penetrometer for Rapid Assessment of Seafloor Parameters},
  booktitle = {Proceedings {OCEANS'}95 {C}onference :{V}olume 3},
  year = {1995},
  owner = {gopal},
  timestamp = {2008.07.23}
}

@ARTICLE{dealba06,
  author = {de-Alba,P. and Ballestero,T.,P.,},
  title = {Residual strength after liquefaction : a rheological approach},
  journal = {Soil Dynamics and Earthquake Engineering},
  year = {2006},
  volume = {26},
  pages = {143-151},
  owner = {gopal},
  timestamp = {2006.12.03}
}

@ARTICLE{allen57,
  author = {William A. Allen and Earle B. Mayfield and Harvey L. Morrison},
  title = {Dynamics of a Projectile Penetrating Sand},
  journal = {Journal of Applied Physics},
  year = {1957},
  volume = {28},
  pages = {370-376},
  number = {3},
  publisher = {AIP}
}

@INPROCEEDINGS{allersma05,
  author = {Allersma,H.},
  title = {Optical analysis of stress and strain around penetrating elements
	in granular medium},
  booktitle = {International Conference on Offshore and Polar Engineering, ISOPE2005},
  year = {2005},
  pages = {590-595},
  owner = {gopal},
  timestamp = {2006.12.20}
}

@INPROCEEDINGS{allersma02,
  author = {Allersma, HGB, and Broere, W},
  title = {Optical analysis of stress around a penetrating probe in granular
	material},
  booktitle = {Proceedings of the international conference on physical modelling
	in geotechnics},
  year = {2002},
  editor = {R Phillips and P Guo},
  pages = {149-154},
  owner = {gopal},
  timestamp = {2007.02.21}
}

@ARTICLE{anderson96,
  author = {Anderson, William. W. and Ahrens T.,J. and Gibson , A. and Scott,
	R. and Suzuki, K.},
  title = {Emaplacement of Penetrators into Planetary Surfaces},
  journal = {Journal of Geophysical Research},
  year = {1996},
  volume = {101},
  pages = {21137-21149},
  number = {E9},
   = {Anderson, William., W.,Ahrens , T.,J.,Gibson,A.,Scott, and R.,Suzuki,K.}
}

@MISC{astm01,
  author = {ASTM},
  title = {D-2573-01 {S}tandard Test Method for Field Vane Shear Test in Cohesive
	Soil},
  howpublished = {ASTM Book of Standards},
  year = {2000},
  institution = {ASTM D2573-01},
  organization = {ASTM},
  owner = {gopal},
  timestamp = {2006.12.13},
  volume = {4}
}

@TECHREPORT{aubeny04,
  author = {Aubeny, C.},
  title = {Mine Burial in Cohesive Sediments: Undrained Shear Strength Characterization},
  institution = {Office of Naval Research},
  year = {2004},
  number = {Grant Number N00014-04-1-0019, 04PR00796-00},
  month = {2004},
   = {Aubeny, C.},
  abstract = {A critical parameter in mine countermeasure (MCM) planning is the
	degree of mine impact burial in soft clay or silt seafloor sediments,
	the degree of burial being largely influenced by the shear strength
	of the sediments. Previously developed impact burial models show
	sediment shear strength to be a critical input parameter influencing
	the degree of embedment. The long term goal of this research is to
	develop a reliable means for estimating the sediment shear strength
	for input into mine impact burial models.}
}

@PHDTHESIS{aubeny92,
  author = {Charles Aubeny},
  title = {Rational Interpretation of In-situ tests in Cohesive Soils},
  school = {Department of Civil Engineering, Massachusetts Institute of Technology},
  year = {1992},
  owner = {gopal},
  timestamp = {2007.02.07}
}

@ARTICLE{aubeny07,
  author = {Charles P. Aubeny and Han Shi},
  title = {Effect of Rate-Dependent Soil Strength on Cylinders Penetrating Into
	Soft Clay},
  journal = {IEEE Journal of Oceanic Engineering},
  year = {2007},
  volume = {32},
  pages = {49-56},
  number = {1},
  owner = {gopal},
  timestamp = {2008.02.19}
}

@ARTICLE{aubeny06,
  author = {C. P. Aubeny and H. Shi},
  title = {Interpretation of Impact Penetration Measurements in Soft Clays},
  journal = {Journal of Geotechnical and Geoenvironmental Engineering},
  year = {2006},
  volume = {132},
  pages = {770-777},
  number = {6},
  publisher = {ASCE}
}

@CONFERENCE{aubeny03,
  author = {Aubeny, C.,P., and Dunlap, W.,A.},
  title = {Penetration of cylindrical objects in soft mud.},
  booktitle = {Proceedings Oceans 2003},
  year = {2003},
  volume = {4},
  owner = {gopal},
  timestamp = {2006.12.20}
}

@ARTICLE{aubenyshi05,
  author = {Aubeny, C.,P. and Shi, H., and Murff, J.,D},
  title = {Collapse loads for a cylinder embedded in trench in cohesive soil},
  journal = {ASCE International Journal of Geomechanics},
  year = {2005},
  volume = {5},
  pages = {320-325},
  number = {4},
  abstract = {This study investigates the relationship between the sediment resisting
	force and embedment depth for horizontal cylinders in a vertical
	trench. Plane-strain calculations of collapse loads are performed
	for a series of trench depths. Collapse load predictions are based
	on finite element predictions validated by upper and lower bound
	solutions from classical plasticity theory. This study extends work
	by previous investigators by considering variable soil shear strength
	profiles and embedment depths exceeding one cylinder radius. Curve
	fits are applied to the finite element predictions to develop simplified
	equations relating collapse load to trench depth. The predictions
	are relevant to a number of applications, including pipeline penetration,
	waste disposal, and mine detection.},
  owner = {gopal},
  timestamp = {2006.12.02}
}

@TECHREPORT{awoshika68,
  author = {Katsuyuki Awoshika and Wiliam R. Cox},
  title = {An Application of Similitude to Model Design of A Soil-Projectile
	System},
  institution = {National Aeronautics and Space Administration (NASA) contractor report
	CR-1210, University of Texas at Austin},
  year = {1968},
  owner = {gopal},
  timestamp = {2007.09.21}
}

@INBOOK{baafi96,
  pages = {1284-1295},
  title = {Modelling The Spatial Variability Of The Undrained Shear Strength
	Of Clay Soils Using Geostatistics},
  publisher = {Kluwer Publishers},
  year = {1996},
  author = {Baafi , E., Y. and Schofield,N.,A.},
   = {Jaksa, M., B., P.I.Brooker and W.S.Kaggwa},
  booktitle = {Geostatistics Wollongong 1996}
}

@ARTICLE{baligh85,
  author = {Mohsen M. Baligh},
  title = {Strain Path Method},
  journal = {Journal of Geotechnical Engineering},
  year = {1985},
  volume = {111},
  pages = {1108-1136},
  owner = {gopal},
  timestamp = {2007.02.05}
}

@PHDTHESIS{ball97,
  author = {Ball, A. J.},
  title = {Measuring Physical Properties at the Surface of a Comet Nucleus},
  school = {University of Kent},
  year = {1997}
}

@INBOOK{beard85,
  chapter = {Expendable doppler penetrometer for deep ocean sediment measurements},
  pages = {101-124},
  title = {Strength Testing of Marine Sediments: Laboratory and In-Situ Measurements},
  publisher = {ASTM STP 883},
  year = {1985},
  author = {Beard, R. M.},
  owner = {gopal},
  timestamp = {2006.12.03}
}

@CONFERENCE{beard81,
  author = {R M Beard},
  title = {A Penetrometer for Deep Ocean Exploration},
  booktitle = {Oceans'81},
  year = {1981},
  volume = {13},
  number = {668-673},
  organization = {IEEE},
  owner = {gopal},
  timestamp = {2007.02.26}
}

@PHDTHESIS{been80,
  author = {Been, Kenneth

	Been},
  title = {Stress Strain Behavior of Cohesive Soil Deposited Underwater},
  school = {University of Oxford},
  year = {1980},
   = {Been, Kenneth}
}

@ARTICLE{bekkour05,
  author = {Karim Bekkour and Macaire Leyama and Adel Benchabane and Olivier
	Scrivener},
  title = {Time-dependent rheological behavior of bentonite suspensions: An
	experimental study},
  journal = {Journal of Rheology},
  year = {2005},
  volume = {49},
  pages = {1329-1345},
  number = {6},
  owner = {gopal},
  timestamp = {2007.02.22}
}

@ARTICLE{bennett02,
  author = {Richard H. Bennett and Matthew H. Hulbert and Conrad Curry and H.
	Paul Johnson and Michael Hutnak and Kenneth J. Curry},
  title = {In-situ Permeabilities of Selected Coastal Marine Sediments},
  journal = {IEEE Journal of Oceanic Engineering},
  year = {2002},
  volume = {27},
  pages = {571-580},
  number = {3},
  owner = {gopal},
  timestamp = {2008.06.05}
}

@INBOOK{bennett85,
  chapter = {In-Situ Undrained Shear Strengths and Permeabilities Derived from
	Piezometer Measurements},
  pages = {83-100},
  title = {Strength Testing of Marine Sediments},
  publisher = {ASTM Special Technical Publication: STP883-EB},
  year = {1985},
  editor = {Chaney, R C},
  author = {Bennett, Richard H. and Li, Huon and Valent, Philip J. and Lipkin,
	Joel and Esrig, Melvin I.},
  owner = {gopal},
  timestamp = {2008.03.20}
}

@ARTICLE{blott01,
  author = {Simon J. Blott And Kenneth Pye},
  title = {{GRADISTAT}: {A} grain size distribution and statistics package for
	the analysis of unconsolidated sediments},
  journal = {Earth Surface Processes and Landforms},
  year = {2001},
  volume = {26},
  pages = {1237-1248},
  owner = {gopal},
  timestamp = {2007.08.05}
}

@ARTICLE{boguslavaskii96b,
  author = {Boguslavaskii, Yu. and Drabkin,S. and Juran, I.and Salman,A.},
  title = {Theory and Practice of Projectile Penetration in Soils},
  journal = {Journal of Geotechnical Engineering},
  year = {1996},
  volume = {122},
  pages = {806-812},
  number = {10},
   = {Boguslavaskii, Yu., Drabkin,S., Juran, I.,and Salman,A.}
}

@ARTICLE{boguslavaskii96a,
  author = {Boguslavaskii, Yu. and Drabkin,S. and Salman,A.},
  title = {Analysis of Vertical Projectile Penetration in Granular Soils},
  journal = {J. Phys. D: Appl. Phys.},
  year = {1996},
  volume = {29},
   = {Boguslavaskii, Yu., Drabkin,S., and Salman,A.},
  abstract = {A model of vertical dynamic penetration of projectiles in granular
	soils was developed based on known experiments and the theory of
	dimensions. The depth of penetration is derived as a function of
	initial velocity and material properties. Velocity and acceleration
	are obtained as functions of time and depth of penetration. Under
	certain conditions two acceleration peaks are observed, an initial
	one due to dynamic and a second one due to static characteristics
	of penetration. Static properties of soils are derived using dynamic
	measurements. Numerical examples are provided. Theoretical and experimental
	results coincide reasonably well.}
}

@ARTICLE{boguslavskii98,
  author = {Y Boguslavskiy and S Drabkin},
  title = {A physical model of the resistance to local failure of an isotropic
	elastic–fragile body under the impact of a rigid non-deforming sphere},
  journal = {Journal of Physics D: Applied Physics},
  year = {1998},
  volume = {31},
  pages = {2507-2512},
  owner = {gopal},
  timestamp = {2007.02.22}
}

@ARTICLE{boore03,
  author = {Boore, David M.},
  title = {Analog-to-Digital Conversion as a Source of Drifts in Displacements
	Derived from Digital Recordings of Ground Acceleration},
  journal = {Bulletin of the Seismological Society of America,},
  year = {2003},
  volume = {93},
  number = {5},
  note = {softcopy_file name :boore_2003.pdf},
   = {Boore, David M.},
  abstract = {Abstract Displacements obtained from double integration of digitally
	recorded ground accelerations often show drifts much larger than
	those expected for the true ground displacements. These drifts might
	be due to many things, including dynamic elastic ground tilt, inelastic
	ground deformation, hysteresis in the instruments, and cross feed
	due to misalignment of nominally orthogonal sensors. This article
	shows that even if those effects were not present, the analog-to-digital
	conversion (ADC) process can produce apparent “pulses” and offsets
	in the acceleration baseline if the ground motion is slowly varying
	compared with the quantization level of the digitization. Such slowly
	varying signals can be produced by constant offsets that do not coincide
	with a quantization level and by near- and intermediate-field terms
	in the wave field radiated from earthquakes. Double integration of
	these apparent pulses and offsets leads to drifts in the displacements
	similar to those found in processing real recordings. These effects
	decrease in importance as the resolution of the ADC process increases.}
}

@BOOK{bowles96,
  title = {Foundation {A}nalysis and {D}esign, Fifth Edition},
  publisher = {McGraw-Hill},
  year = {1996},
  author = {Joseph E. Bowles},
  owner = {gopal},
  timestamp = {2008.07.31}
}

@INPROCEEDINGS{bowman95,
  author = {L Bowman and R March and P Orenberg and D True},
  title = {Evaluation of dropped versus static cone penetrometers at a calcareous
	cohesive site},
  booktitle = {Oceans' 95},
  year = {1995},
  volume = {3},
  pages = {1846-1858},
  organization = {MTS/IEEE},
  owner = {gopal},
  timestamp = {2007.03.05}
}

@ARTICLE{brooks03mc,
  author = {Kenneth M. Brooks and Annette R. Stiernsa and Conrad V.W. Mahnken
	and Dale B. Blackburn},
  title = {Chemical and biological remediation of the benthos near Atlantic
	salmon farms},
  journal = {Aquaculture},
  year = {2003},
  volume = {219},
  pages = {355–377},
  owner = {gopal_2},
  timestamp = {2009.01.12}
}

@ARTICLE{debruyn04,
  author = {John R. de Bruyn and Amanda M. Walsh},
  title = {Penetration of spheres into loose granular media},
  journal = {Canadian Journal of Physics},
  year = {2004},
  volume = {82},
  pages = {439-446},
  owner = {gopal},
  timestamp = {2006.12.20}
}

@ARTICLE{burns02,
  author = {S E Burns and P W Mayne},
  title = {Analytical cavity expansion-critical state model for piezocone dissipation
	in fine-grained soils},
  journal = {Soils and foundations},
  year = {2002},
  volume = {42},
  pages = {131-137},
  number = {2},
  owner = {gopal},
  timestamp = {2008.05.12}
}

@TECHREPORT{burns98,
  author = {S E Burns and P W Mayne},
  title = {Penetrometers for Soil Permeability and Chemical Detection : Report
	Prepared at the Geosystems Engineering Group, School of Civil and
	Environmental Engineering,Georgia Institute of Technology Atlanta,
	Georgia},
  institution = {National Science Foundation Arlington, Virginia and Army Research
	Office Raleigh, North Carolina},
  year = {1998},
  owner = {gopal},
  timestamp = {2008.05.14}
}

@TECHREPORT{buzby05,
  author = {Brian Buzby and Petra Karbe},
  title = {Grain size analysis results from sediment samples at {UNH P}ier in
	{N}ewcastle, {N}H},
  institution = {{E}nvirosystems {I}nc., {P}ortsmouth, {N}H},
  year = {2005},
  owner = {gopal},
  timestamp = {2008.09.13}
}

@BOOK{carslaw86,
  title = {Conduction of heat in solids},
  publisher = {Oxford University Press},
  year = {1986},
  author = {H.S. Carslaw and J.C. Jaeger},
  owner = {gopal},
  timestamp = {2008.09.05}
}

@PHDTHESIS{cassidy99,
  author = {M J Cassidy},
  title = {Non-Linear Analysis of Jack-Up Structures Subjected to Random Waves},
  school = {University of Oxford},
  year = {1999},
  owner = {gopal},
  timestamp = {2007.06.08}
}

@ARTICLE{houlsby02,
  author = {M. J. Cassidy and G. T. Houlsby},
  title = {Vertical Bearing Capacity Factors For Conical Footings On Sand},
  journal = {Geotechnique},
  year = {2002},
  volume = {52},
  pages = {687-692},
  number = {9},
  owner = {gopal},
  timestamp = {2007.09.29}
}

@ARTICLE{cazacu06,
  author = {Cazacu,O. and N..Cristescu and M.J. Schmidt},
  title = {Analysis of steady state flow of compressible viscoplastic medium
	over a wedge},
  journal = {International Journal for Numerical and Analytical Methods in Geomechanics},
  year = {2006},
  volume = {30},
  pages = {489-499},
  owner = {gopal},
  timestamp = {2006.12.02}
}

@INBOOK{chandler88,
  chapter = {The In-Situ Measurement of the undrained shear strength of clays
	using the field vane},
  pages = {13-44},
  title = {Vane Shear Strength Testing in Soils: Field and Laboratory Studies,
	ASTM STP 1014},
  publisher = {American Society for Testing Metrials},
  year = {1988},
  editor = {Adrian F. Richards},
  author = {Chandler, Richard J},
  owner = {gopal},
  timestamp = {2006.12.16}
}

@ARTICLE{chari78,
  author = {Chari, T.},
  title = {Instrumentation problems related to determining geotechnical properties
	of ocean sediments},
  journal = {IEEE Journal of Oceanic Engineering},
  year = {1978},
  volume = {3},
  pages = {120-127},
  number = {4},
  owner = {gopal},
  timestamp = {2007.03.12}
}

@CONFERENCE{chari81,
  author = {T R Chari and W G Smith and S N Chaudhari},
  title = {Development of the Free-Fall Penetrometer},
  booktitle = {Oceans'81},
  year = {1981},
  pages = {678-682},
  publisher = {IEEE},
  owner = {gopal},
  timestamp = {2007.02.24}
}

@TECHREPORT{chen94,
  author = {Chen, B., S. and Mayne,P.,W.},
  title = {Profiling Overconsolidation Ratio of Clays using Piezocone Tests},
  institution = {National Science Foundation},
  year = {1994},
  number = {GIT-CEEGEO-94-1},
  note = {soft copy file name :Chen_1994.pdf},
   = {Chen, B., S. and Mayne,P.,W.}
}

@ARTICLE{chen02,
  author = {Chen, X., W. and Li Q.,M.},
  title = {Deep Penetration of non-deformable projectile with geometrical characteristics},
  journal = {International Journal of Impact Engineering},
  year = {2002},
  pages = {619-637},
  number = {27},
  note = {soft copy file name :Chen_2002.pdf},
   = {Chen, X., W. and Li Q.,M.}
}

@ARTICLE{cheng05,
  author = {Cheng, L. and Xia, X. and Scriven , L.E. and Gerberich ,W.W.},
  title = {Spherical-tip indentation of viscoelastic material},
  journal = {Mechanics of Materials.},
  year = {2005},
  volume = {37},
  note = {cheng_2004.pdf},
   = {Cheng, L., X. Xia , L.E. Scriven , W.W. Gerberich},
  abstract = {In this paper, the indentation of viscoelastic solids by a spherical-tip
	indenter is analyzed. The viscoelastic solids are described by a
	standard solid model, that is, a three-element model. The analytical
	solutions are derived for a half-space of the viscoelastic material
	based on the method of functional equations. These solutions can
	apply to the response of compressible as well as incompressible coated
	layers to a spherical-tip indentation. The results include convenient
	closed-form formulas for approximating both relaxation testing and
	creep testing. They establish a fundamental basis for probing mechanical
	properties of polymeric coatings on substrates with nanoindentation
	or microindentation tests. Comparisons are made on the tests of both
	bulk polystyrene (PS) and drying semicrystalline polyvinyl alcohol
	(PVOH) coatings on a silicon wafer to verify the application of analytical
	solutions to viscoelastic polymers. The moduli obtained for bulk
	PS correspond with literature values well. While the results from
	PVOH coatings show good agreement between elastic unloading and viscoelastic
	models in 10% relative humidity, the viscoelastic model gives a considerably
	lower value after long-term holds in 70% relative humidity. This
	is partially attributed to a strain rate e.ect.  2004 Elsevier Ltd.
	All rights reserved.}
}

@INPROCEEDINGS{randolph04b,
  author = {S.F Chung and M.F. Randolph},
  title = {Penetration resistance in soft clay for different shaped penetrometers},
  booktitle = {Proceedings ISC-2 on Geotechnical and Geophysical Site Characterization},
  year = {2004},
  editor = {Viana da Fonseca and Paul Mayne},
  owner = {gopal},
  timestamp = {2006.12.04}
}

@ARTICLE{chung06,
  author = {Shin Fun Chung and Mark F. Randolph and James A. Schneider},
  title = {Effect of Penetration Rate on Penetrometer Resistance in Clay},
  journal = {Journal of Geotechnical and Geoenvironmental Engineering},
  year = {2006},
  volume = {132},
  pages = {1188-1196},
  number = {9},
  publisher = {ASCE},
  url = {http://link.aip.org/link/?QGT/132/1188/1}
}

@ARTICLE{cleary77,
  author = {Cleary, M.,P.,},
  title = {Fundamental solutions for a fluid saturated porous solid},
  journal = {International Journal of Solids and Structures},
  year = {1977},
  volume = {13},
  pages = {785-806},
  owner = {gopal},
  timestamp = {2006.12.02}
}

@ARTICLE{davis91,
  author = {E. E. Davis and G. C. Horel and R. D. MacDonald},
  title = {Pore pressures and permeabilities measured in marine sediments with
	a tethered probe},
  journal = {{J}ournal of Geophysical Research},
  year = {1991},
  volume = {96,},
  pages = {5975-5984},
  number = {B4},
  owner = {gopal},
  timestamp = {2008.06.02}
}

@ARTICLE{davis97,
  author = {E. E. Davis and H. Villinger and R. D. Macdonald and R. D. Meldrum
	and J. Grigel},
  title = {A Robust Rapid-Response Probe for Measuring Bottom-Hole Temperatures
	in Deep-Ocean Boreholes},
  journal = {Marine Geophysical Researches},
  year = {1997},
  volume = {19},
  pages = {267-281},
  owner = {gopal},
  timestamp = {2008.08.06}
}

@CONFERENCE{dayal81,
  author = {Dayal, U.},
  title = {Analysis of free-fall penetrometer data},
  booktitle = {Oceans'81},
  year = {1981},
  volume = {13},
  pages = {683-687},
  owner = {gopal},
  timestamp = {2006.12.02}
}

@ARTICLE{dayal75,
  author = {Dayal, U., and Allen, J.,W.},
  title = {Effect of Penetration Rate on the Strength of Remolded Clay and Sand
	Samples},
  journal = {Canadian Geotechnical Journal},
  year = {1975},
  volume = {12},
  pages = {336-348},
  number = {3},
   = {Dayal, U., and Allen, J.,W.}
}

@ARTICLE{dayal73,
  author = {Dayal, U., and Allen, J.,W.},
  title = {Instrumented Impact Cone Penetrometer},
  journal = {Canadian Geotechnical Journal},
  year = {1973},
  volume = {10},
  pages = {397-409},
  number = {3},
  owner = {gopal},
  timestamp = {2007.03.12}
}

@ARTICLE{dayal80,
  author = {Dayal, U., and Allen, J.,W. and Dronnadula V. Reddy},
  title = {Low velocity projectile penetration of clay},
  journal = {Journal of Hydraulic division ASCE},
  year = {1980},
  volume = {106},
  pages = {919-937},
  number = {GT8},
  note = {only hard copy},
  owner = {gopal},
  timestamp = {2006.12.02}
}

@ARTICLE{demers02,
  author = {Demers, D. and Leroueil,S.},
  title = {Evaluation of preconsolidation pressure and the overconsolidation
	ratio from piezocone tests of clay deposits in Quebec},
  journal = {Can. Geotech. J.},
  year = {2002},
  volume = {39},
  pages = {174-92},
  note = {soft copy file name :demers_2002.pdf},
   = {Demers, D., Leroueil,S.},
  abstract = {Abstract: The preconsolidation pressure and overconsolidation ratio
	profiles are the most important factors related to the mechanical
	behaviour of clay deposits. They are interpreted on the basis of
	a limited number of laboratory tests, but the near-continuous information
	provided by the piezocone can allow local data to be extrapolated
	to an entire site. Numerous methods have been proposed for relating
	piezocone data to preconsolidation pressure and the overconsolidation
	ratio, but their validity is still uncertain. In this paper, nine
	methods are compared on the basis of data collected on 31 sensitive
	clay sites in Quebec whose preconsolidation pressure profiles are
	well known. Each method is briefly presented and the most promising
	are identified. The simplest method, which directly relates preconsolidation
	pressure to net tip resistance, also appears to be the most effective.},
  keywords = {clay, preconsolidation pressure, overconsolidation ratio, piezocone,
	correlations.}
}

@INPROCEEDINGS{denness81,
  author = {B Denness and A Berry and J Darwell and T Nakamura},
  title = {Dynamic Seabed Penetration},
  booktitle = {Oceans'81},
  year = {1981},
  pages = {662-667},
  organization = {IEEE},
  owner = {gopal},
  timestamp = {2007.02.24}
}

@ARTICLE{didwania02,
  author = {Didwania, Anjani Kumar},
  title = {Micromechanical Basis of Concept of Effective Stress},
  journal = {Journal of Engineering Mechanics},
  year = {2002},
  volume = {128},
  pages = {864-868},
  number = {8},
  note = {Soft Copy file name :didwania_2002.pdf},
   = {Didwania, Anjani Kumar},
  abstract = {Key developments in the concept of effective stress are surveyed with
	an emphasis on the ensemble averaging based micromechanical approach
	reported by Didwania and de Boer in 1999. Various assumptions underlying
	the effective stress for special cases like rigid/poroelastic solid
	material saturated by incompressible fluid under homogeneous conditions
	are elucidated. It is shown that for inhomogeneous saturated porous
	material the concept of effective stress needs to be generalized
	by introducing higher gradients of porosity, pore pressure, etc.},
  keywords = {Effective stress; Porous media; Saturation; Micromechanics.}
}

@BOOK{doniger81,
  title = {The Rig Veda: An Anthology, 108 Hymns Translated from the Sanskrit},
  publisher = {Penguin Classics},
  year = {1981},
  author = {Wendy Doniger-O'Flaherty},
  owner = {gopal_2},
  timestamp = {2008.11.18}
}

@TECHREPORT{dugan02,
  author = {Dugan, Brandon},
  title = {Measuring Pore Pressure in Marine Sediments with Penetrometers: Comparison
	of the Piezoprobe and DVTP-P Tools in ODP Leg 204},
  institution = {Link Foundation},
  year = {2002},
  month = {2003},
   = {Dugan, Brandon},
  abstract = {Fugro-McClelland Marine Geosciences Inc.’s piezoprobe, a penetrationbased
	tool used to determine pore pressure and hydrologic properties within
	a borehole, was deployed for the first time in the Ocean Drilling
	Program (ODP) on ODP Leg 204 in July 2002. Analysis of the piezoprobe
	data suggests that in situ pore pressure is 9.5 MPa, which is approximately
	the hydrostatic pressure (9.53 MPa). The piezoprobe deployment and
	modeling of the results provides one of the first measurements of
	in situ permeability made within the borehole. From the piezoprobe
	dissipation data, we estimate in situ permeability of approximately
	1.5  10-17 m2 for the hemipelagic clay. This is consistent with
	laboratory-measured permeability (~1x10–17 m2) on hemipelagic clay
	samples from nearby ODP Site 892. The piezoprobe results were compared
	to a Davis-Villinger Temperature/Pressure Probe (DVTP-P) measurement
	made at the same depth, and in the same lithology, but in an adjacent
	borehole. The DVTP- P is also a penetration-based tool, however it
	has a much wider probe diameter. The DVTP-P generated a higher peak
	pressure that did not dissipate as much as the piezoprobe pressure,
	which resulted in a DVTP-P estimate of in situ pressure that nearly
	equals the overburden stress. The results suggest that a narrow diameter
	probe like the piezoprobe can be used to rapidly determine in situ
	pressure and hydrologic properties in sites investigated by the Ocean
	Drilling Program.}
}

@CONFERENCE{dunlap78,
  author = {Wayne A. Dunlap and William R. Bryant and Richard Bennett and Adrian
	F. Richards},
  title = {Pore Pressure Measurements in Unconsolidated Sediments},
  booktitle = {10th Offshore Technology Conference (OTC 3168)},
  year = {1978},
  owner = {gopal},
  timestamp = {2008.02.29}
}

@ARTICLE{dunsiger81,
  author = {A.D. Dunsiger and T.R. Chari and G.B. Fader and G.R. Peters and P.G.
	Simpkin, and A. Zielinski},
  title = {Ocean sediments—a study relating geophysical, geotechnical, and acoustic
	properties},
  journal = {Canadian Geotecnical Journal},
  year = {1981},
  volume = {18},
  pages = {492-501},
  owner = {gopal},
  timestamp = {2007.03.03}
}

@TECHREPORT{mitchell73,
  author = {H T Durgunoglu and J K Mitchell},
  title = {Static penetration resistance of soils, {NASA} {G}rant {NGR} 05-003-406
	: Lunar Soil Propertjes and Soil Mechanics,},
  institution = {Space Sciences Laboratory, University of California Berkeley and
	National Aeronautics and Space Administration (NASA)},
  year = {1973},
  owner = {gopal},
  timestamp = {2007.03.13}
}

@ARTICLE{einav05,
  author = {Einav,I. and Randolph,M.,F.,},
  title = {Combining upper bound and strain path methods for evaluating penetration
	resistance},
  journal = {International Journal of Numerical Methods in Engineering},
  year = {2005},
  volume = {63},
  pages = {1991-2016},
  owner = {gopal},
  timestamp = {2006.12.03}
}

@ARTICLE{elsworth98,
  author = {Elsworth, Derek},
  title = {Indentation of a Sharp Penetrometer in Poroelastic Medium},
  journal = {Int. J. Solids.Structures},
  year = {1998},
  volume = {35},
  pages = {4895-4904},
  number = {34-35},
  note = {soft copy file name :},
   = {Elsworth, Derek}
}

@ARTICLE{elsworth93,
  author = {Elsworth, Derek},
  title = {Analysis of Piezocone Disspitation Data Using Dislocation Methods},
  journal = {J.of Geotechnical Eng.},
  year = {1993},
  volume = {119},
  pages = {1601-1623},
  number = {10},
  note = {soft copy file name :},
   = {Elsworth, Derek}
}

@ARTICLE{elsworth92,
  author = {Elsworth, Derek},
  title = {Pore Pressure response to penetration in Layered media},
  journal = {Int. J. Num.Anal. Meth.Geomech.},
  year = {1992},
  volume = {16},
  pages = {45-64},
   = {Elsworth, Derek}
}

@ARTICLE{elsworth91,
  author = {Elsworth, Derek},
  title = {Dislocation Analysis of Penetration in Saturated Porous Media},
  journal = {J. of Engineering Mechanics},
  year = {1991},
  volume = {117},
  pages = {408},
  number = {2},
  note = {elsworth_1991.pdf},
   = {Elsworth, Derek}
}

@ARTICLE{elsworth90,
  author = {Elsworth, D.},
  title = {Theory of partially drained piezometer insertion.},
  journal = {J. Geotech. Engr.},
  year = {1990},
  volume = {116},
  pages = {899-914},
  number = {6},
  owner = {gopal},
  timestamp = {2006.12.03}
}

@ARTICLE{elsworth06,
  author = {Derek Elsworth and Dae Sung Lee and Roman Hryciw and Seungcheol Shin},
  title = {Pore Pressure Response Following Undrained uCPT Sounding in a Dilating
	Soil},
  journal = {Journal of Geotechnical and Geoenvironmental Engineering},
  year = {2006},
  volume = {132},
  pages = {1485-1495},
  number = {11},
  owner = {gopal},
  timestamp = {2008.06.03}
}

@ARTICLE{fang93,
  author = {Weijiang W. Fang and Marcus G. Langseth and Peter J.Schultheiss},
  title = {Analysis and Application of in situ Pore Pressure Measurements in
	Marine Sediments},
  journal = {Journal of Geophysical Research},
  year = {1993},
  volume = {98},
  pages = {7921-7938},
  number = {B5},
  owner = {gopal},
  timestamp = {2008.02.29}
}

@TECHREPORT{fasanella01,
  author = {Edwin L. Fasanella and Yvonne Jones and Norman F. Knight and Sotiris
	Kellas},
  title = {Low Velocity Earth-Penetration Test And Analysis},
  institution = {Technical Report: {NASA-AIAA}-2001-1388},
  year = {2001},
  owner = {gopal},
  timestamp = {2007.09.21}
}

@ARTICLE{finke01,
  author = {Kimberly A. Finke and Paul W. Mayne and Rick A. Klopp},
  title = {Piezocone Penetration Testing in Atlantic Piedmont Residuum},
  journal = {Journal of Geotechnical and Geoenvironmental Engineering},
  year = {2001},
  volume = {127},
  pages = {48-54},
  number = {1},
  publisher = {ASCE},
  url = {http://link.aip.org/link/?QGT/127/48/1}
}

@ARTICLE{fodil97,
  author = {A Fodil and W Aloulou and P Y Hicher},
  title = {Viscoplastic Behavior of Soft Clay},
  journal = {Geotechnique},
  year = {1997},
  volume = {47},
  pages = {581-591},
  number = {3},
  note = {Hardcopy},
  owner = {gopal},
  timestamp = {2007.02.24}
}

@ARTICLE{folk66,
  author = {R Folk},
  title = {A {R}eview of {G}rain-{S}ize {P}arameters},
  journal = {Sedimentology},
  year = {1966},
  volume = {6},
  pages = {73-93},
  number = {2},
  owner = {gopal},
  timestamp = {2008.07.21}
}

@ARTICLE{folk57,
  author = {Folk, RL and Ward, WC},
  title = {Brazos {R}iver {B}ar: {A} study in the significance of grain size
	parameters},
  journal = {Journal of {S}edimentary {P}etrology},
  year = {1957},
  volume = {27},
  pages = {3-27},
  owner = {gopal},
  timestamp = {2008.07.21}
}

@ARTICLE{garry99,
  author = {Garry, J.R.C. and Towner M.C. and Ball A.J. and Zarnecki J.C. and
	Marcou G.},
  title = {The effect of ambient pressure and impactor geometry on low speed
	penetration of unconsolidated materials},
  journal = {Advances in Space Research},
  year = {1999},
  volume = {23},
  pages = {1229-1234},
  number = {7},
  abstract = {The dynamic behaviour of projectiles impacting planetary surfaces
	can be measured to derive mechanical properties of the target material.
	Several such dynamic penetrometers will be used on Mars, the Moon,
	Titan, and a comet nucleus. However, solid bodies in the Solar System
	exhibit a wide range of surface atmospheric and gravitational conditions
	and previous workers have shown that changes in ambient pressure
	or gravity can significantly alter penetration dynamics. This presents
	a challenge for the terrestrial calibration of penetrometers. We
	have applied a penetration model to low speed impacts in air and
	vacuum, with the aim of quantifying any differences in a target's
	measured properties. A 1.05 kg instrumented penetrometer was dropped
	onto two cohesionless granular materials at speeds of around 2.7
	m s-1. The apparatus was located in a vacuum chamber, allowing tests
	to be made at low pressures. An initial upper limit for the mean
	deviatoric stress (a measure of material strength) was found in each
	case by dividing the gravitational potential energy lost (during
	the penetrometer's fall and penetration) by the volume penetrated.
	This value can be reduced using the projectile's recorded deceleration
	and a penetration model that includes friction and dynamic resistance.
	Good fits between the recorded and modelled deceleration were obtained
	for a range of values of dynamic drag coefficient and coefficient
	of friction. Initial comparison of the air and vacuum drops performed
	so far suggests behaviour consistent with that described by previous
	workers, namely that pore pressure aids penetration in loose materials
	but inhibits penetration in heavily compacted materials, and that
	these effects are larger for smaller grain sizes.},
  owner = {gopal},
  timestamp = {2006.12.20}
}

@ARTICLE{gill00,
  author = {Gill, D.R. and Lehane, B.M.},
  title = {Extending the strain path method analogy for modelling penetrometer
	installation},
  journal = {International Journal for Numerical and Analytical Methods in Geomechanics},
  year = {2000},
  volume = {24},
  pages = {477-489},
  month = apr,
  adsnote = {Provided by the Smithsonian/NASA Astrophysics Data System},
  adsurl = {http://adsabs.harvard.edu/cgi-bin/nph-bib_query?bibcode=2000IJNAM..24..477G&db_key=PHY}
}

@MASTERSTHESIS{goodnight03,
  author = {Dana Jon Goodnight},
  title = {Impact of a large sphere into a bed of cohesionless particles},
  school = {Department of Marine Earth and Atmospheric Sciences, North Carolina
	State University},
  year = {2003},
  owner = {gopal},
  timestamp = {2007.09.25}
}

@BOOK{griffith96,
  title = {The {H}ymns of the {R}igveda},
  publisher = {Kotagiri (Nilgiri)},
  year = {1896},
  author = {Ralph T. H. Griffith},
  owner = {gopal_2},
  timestamp = {2008.11.18}
}

@ARTICLE{guerin02,
  author = {Guerin,G. and Goldeberg,D.},
  title = {Heave compensation and formation strength evaluation from downhole
	acceleration measurements while coring},
  journal = {Geo-Marine Letters},
  year = {2002},
  volume = {22},
  pages = {133-141},
  owner = {gopal},
  timestamp = {2006.12.02}
}

@ARTICLE{gupta02,
  author = {Ramesh C. Gupta},
  title = {Discussion of "Piezocone Penetration Testing in Atlantic Piedmont
	Residuum'' by Kimberly A. Finke, Paul W. Mayne, and Rick A. Klopp},
  journal = {Journal of Geotechnical and Geoenvironmental Engineering},
  year = {2002},
  volume = {128},
  pages = {442-443},
  number = {5},
  keywords = {environmental testing; environmental engineering; civil engineering;
	soil; porosity; porous materials; water; filters; groundwater},
  publisher = {ASCE},
  url = {http://link.aip.org/link/?QGT/128/442/1}
}

@TECHREPORT{geonor,
  author = {{G}eonor},
  title = {Working Instructions for the {G}eonor {H-10} {F}ield {V}ane {S}hear
	{B}orer},
  institution = {Geonor A/S, Oslo, Norway},
  owner = {gopal},
  timestamp = {2008.06.30}
}

@ARTICLE{hallock92,
  author = {Zachariah R. Hallock and William J. Teague},
  title = {The Fall Rate of the T-7 XBT},
  journal = {Journal of Atmospheric and Oceanic Technology},
  year = {1992},
  volume = {9},
  pages = {470-483},
  number = {4},
  owner = {gopal},
  timestamp = {2007.02.26}
}

@TECHREPORT{hanks66,
  author = {B. R. Hanks and J. L. McCarty},
  title = {Technical Report TN D-3200: Investigation of the use of penetrometers
	to determine capability of dust materials to support bearing loads},
  institution = {National Aeronautics and Space Administration,},
  year = {1966},
  owner = {gopal},
  timestamp = {2007.04.30}
}

@ARTICLE{hansen07,
  author = {Hansen, N. E. O. and Gisalson , K.},
  title = {Soil Reactions in Saturated Sand Caused by Impulsive Loads},
  journal = {Journal of Waterway, Port, Coastal, And Ocean Engineering},
  year = {2007},
  volume = {133},
  pages = {39-49},
  number = {1},
  owner = {gopal},
  timestamp = {2007.11.26}
}

@ARTICLE{hembise90,
  author = {Hembise, O., and P. Guevel and P. R. Bardey and J. L. Viaud and J.
	Y. Boisson and F. Vacherand},
  title = {Identification of Marine Soils by Ballistic Penetrometry},
  journal = {Journal of Offshore Mechanics and Arctic Engineering},
  year = {1990},
  volume = {112},
  pages = {277-284},
  number = {4},
  owner = {gopal},
  timestamp = {2007.02.21}
}

@TECHREPORT{hemeon04,
  author = {Michael Hemeon and David C. Mosher},
  title = {Hudson 2004-030 : Cruise Report},
  institution = {Natural Resources Canada},
  year = {2004},
  owner = {gopal},
  timestamp = {2007.02.22}
}

@TECHREPORT{geosea06,
  author = {Steven Hill},
  title = {Grain size analysis of sediment samples from {B}ering {S}ea {R}esearch
	{C}ruise : {R}eport submitted to {AFSC, NOAA} {S}eattle {WA}},
  institution = {GeoSea Consulting Ltd., Brentwood Bay, BC, Canada},
  year = {2006},
  owner = {gopal},
  timestamp = {2008.05.26}
}

@INPROCEEDINGS{houlsby85,
  author = {Houlsby, G.T. and Norbury, J. and Wheeler, A.A.},
  title = {Analysis of Undrained Cone Penetration as a Steady State Flow Problem},
  booktitle = {Proc. of the 5th International Conference on Numerical Methods in
	Geo- Mechanics},
  year = {1985},
  volume = {4},
  pages = {1767-1776},
  owner = {gopal},
  timestamp = {2007.02.21}
}

@INPROCEEDINGS{houlsby83,
  author = {Houlsby, G.T. and Wroth, C.P.},
  title = {Calculation of Stresses on Shallow Penetrometers and Footings},
  booktitle = {Proc. of the International Union of Theoretical and Applied Mechanics
	(IUTAM) International Union of Geodesy and Geophysics (IUGG) Symposium
	on Seabed Mechanics},
  year = {1983},
  pages = {107-112},
  address = {Newcastle-upon-Tyne},
  owner = {gopal},
  timestamp = {2007.02.21}
}

@INPROCEEDINGS{houlsby82b,
  author = {Houlsby, G.T. and Wroth, C.P.},
  title = {Determination of Undrained Strengths by Cone Penetration Tests},
  booktitle = {Proc. of the 2nd European Symp. on Penetration Testing},
  year = {1982},
  volume = {2},
  pages = {585-590},
  address = {Amsterdam},
  owner = {gopal},
  timestamp = {2007.02.21}
}

@ARTICLE{houlsby03,
  author = {G. T. Houlsby and C. M. Martin},
  title = {Undrained bearing capacity factors for conical footings on clay},
  journal = {Geotechnique},
  year = {2003},
  volume = {53},
  pages = {513-520},
  number = {5},
  owner = {gopal},
  timestamp = {2007.02.22}
}

@INPROCEEDINGS{houlsby82c,
  author = {Houlsby, G. T. and Wroth, C. P.},
  title = {Direct solution of plasticity problems in soils by the method of
	characteristics},
  booktitle = {Proc. 4th International Conference on Numerica Methods in Geomechanics,
	Edmonton},
  year = {1982},
  volume = {3},
  pages = {1059-1071},
  owner = {gopal},
  timestamp = {2008.09.10}
}

@ARTICLE{houlsby82a,
  author = {Houlsby, G.,T.},
  title = {Theoretical analysis of fall cone test},
  journal = {Geotechnique},
  year = {1982},
  volume = {32},
  pages = {111-118},
  number = {2},
  owner = {gopal},
  timestamp = {2006.12.03}
}

@ARTICLE{houlsby02a,
  author = {Houlsby, G.,T. and Puzrin, A. M.},
  title = {Rate-dependent plasticity models derived

	from potential functions},
  journal = {Journal of Rheology},
  year = {2002},
  volume = {46},
  pages = {113-126},
  number = {1},
  owner = {gopal},
  timestamp = {2006.12.03}
}

@INPROCEEDINGS{houlsby88,
  author = {Houlsby, G.T., and Teh, C.I.},
  title = {Analysis of the Piezocone in Clay},
  booktitle = {Proc. of the 1st International Symp. on Penetration Testing, ISOPT-1},
  year = {1988},
  number = {2},
  pages = {777-783},
  owner = {gopal},
  timestamp = {2007.02.21}
}

@TECHREPORT{hustad69,
  author = {Paul A Hustad and William R Cox},
  title = {Behavior of Soils Under Impact Loading},
  institution = {National Aeronautics and Space Administration (NASA) :Grant NsG 604},
  year = {1969},
  owner = {gopal},
  timestamp = {2008.02.20}
}

@INBOOK{jaksa93,
  title = {Geostatistical modelling of the spatial variation of the shear strength
	of a stiff, overconsolidated clay},
  publisher = {Balkema},
  year = {1993},
  editor = {Lo, Li \&},
  author = {Jaksa, M., B. and W.S.Kaggwa and P.I.Brooker},
  address = {Rotterdam},
  note = {soft copy file name :jaksa_1993.pdf},
   = {Jaksa, M., B., W.S.Kaggwa and P.I.Brooker},
  abstract = {A large number of electrical cone penetration tests have been carried
	out within a 50 m by 50 m area of the Adelaide city in order to investigate
	the small-scale variation of the shear strength of a stiff, overconsolidated
	clay. The tests, 201 in all, and at a grid spacing of either one
	and five metres, were taken to a typical depth of 5 metres. Measurements
	of cone tip resistance and sleeve friction were recorded at intervals
	of 5 mm. This paper examines the results of a subset of these tests,
	that is, those carried out in a 25 m by 25 m area, and applies the
	technique of geostatistics, in order to develop a model for the spatial
	variation of the shear strength of the clay.},
  booktitle = {Probabilistic Methods in Geotechnical Engineering}
}

@INPROCEEDINGS{james81,
  author = {James, L T and Edrington, T S and Reis, G E and Suazo, J E},
  title = {Development of a Gun-Launched, Instrumented Seabed Penetrator System},
  booktitle = {Ocean'81},
  year = {1981},
  owner = {gopal},
  timestamp = {2008.04.01}
}

@INBOOK{kelly02,
  chapter = {Mapping Seabed Variability Using Combined Echosounder and XBPS for
	SONAR Performance Prediction},
  pages = {99-106},
  title = {Impact of Littoral Environmental Variability on Acoustic Predictions
	and Sonar Performance},
  year = {2002},
  editor = {N G Pace and F B Jensen},
  author = {K M Kelly and G J Heald},
  note = {hardcopy},
  owner = {gopal},
  timestamp = {2008.02.20}
}

@TECHREPORT{knight57,
  author = {Knight, S. J. and Blackmon, C. A.,},
  title = {Studies of Aerial Cone Penetrometer:Laboratory Study of Mechanical
	Principles and Mechanical Principles},
  institution = {US Army Corps of Engineers, Vicksburg, Mississippi. Technical Report
	No. 3-462 , 1 and 2},
  year = {1957},
  owner = {gopal},
  timestamp = {2007.04.25}
}

@ARTICLE{houlsby01,
  author = {Kuomoto,T. and Houlsby,G.,T.},
  title = {Theory and practice of fall cone test},
  journal = {Geotechnique},
  year = {2001},
  volume = {51},
  pages = {701-712},
  number = {8},
  owner = {gopal},
  timestamp = {2006.12.03}
}

@ARTICLE{laigle97,
  author = {Dominique Laigle and Philippe Coussot},
  title = {Numerical Modeling of Mudflows},
  journal = {Journal of Hydraulic Engineering},
  year = {1997},
  volume = {123},
  pages = {617-623},
  number = {7},
  publisher = {ASCE},
  url = {http://link.aip.org/link/?QHY/123/617/1}
}

@ARTICLE{elsworth04,
  author = {Dae Sung Lee and Derek Elsworth},
  title = {Indentation of a Free-Falling Sharp Penetrometer into a Poroelastic
	Seabed},
  journal = {Journal of Engineering Mechanics},
  year = {2004},
  volume = {130},
  pages = {170-179},
  number = {2},
  month = {February},
  owner = {gopal},
  timestamp = {2007.11.27}
}

@INBOOK{lee85,
  chapter = {State of the art: Laboratory determination of the strength of marine
	soils.},
  pages = {181-250},
  title = {Strength testing of marine sediments: Laboratory and in-situ measurements},
  publisher = {American Society for Testing Materials Special Technical Publication
	883},
  year = {1985},
  editor = {Chaney RC},
  author = {HJ Lee},
  owner = {gopal},
  timestamp = {2007.01.06}
}

@INPROCEEDINGS{lehane04,
  author = {Barry Lehane and Martin Fahey},
  title = {General report: New developments in the interpretation of in situ
	test data},
  booktitle = {Proceedings ISC-2 on Geotechnical and Geophysical Site Characterization},
  year = {2004},
  editor = {Viana da Fonseca and Paul Mayne},
  publisher = {Millpress, Rotterdam},
  keywords = {anisotropy, clay, consolidation coefficient, penetration testing,
	sensitivity, shear strength, strain rate, vane test},
  owner = {gopal},
  timestamp = {2006.12.04}
}

@ARTICLE{locat88,
  author = {Jacques Locat and Denis Demers},
  title = {Viscosity, yield stress, remolded strength, and liquidity index relationships
	for sensitive clays},
  journal = {Canadian Geotechnical Journal},
  year = {1988},
  volume = {25},
  pages = {799-806},
  number = {4},
  abstract = {he rheological behavior of some sensitive clays has shown that there
	are positive relationships between plastic viscosity, yield stress,
	remolded shear strength, and liquidity index. Based on the various
	correlations, remolded strength values can be predicted for soils
	with a liquidity index as high as 6. For a liquidity index varying
	from 2 to 5, the remolded undrained shear strength and plastic viscosity
	vary from about 90 to 5 Pa and from 200 to 7 mPa∙s respectively.
	It has been observed that most sensitive clays behave either as a
	Bingham or a Casson fluid, the latter behavior being related to less
	sensitive clays of higher pore-water salinities. Increasing the salt
	content from 0.5 to 30 g/L modified the rheological behavior of a
	single test soil from that of a Bingham to that of a Casson type
	of fluid. Such modification in the pore-water salinity illustrates
	how soils can have similar plastic viscosity and similar remolded
	strength but different yield stresses. The range of viscosity measured
	for sensitive clays is very different from that of values obtained
	from back analysis of subaerial or submarine slides where viscous
	flow can be expected.},
  owner = {gopal},
  timestamp = {2007.01.31}
}

@ARTICLE{longdill07,
  author = {P.C. Longdill and T.R. Healy and K.P. Black and and S.T. Mead},
  title = {Integrated Sediment Habitat Mapping for Aquaculture Zoning},
  journal = {Journal of Coastal Research (ICS2007 (Proceedings))},
  year = {2007},
  pages = {173 - 179},
  owner = {gopal_2},
  timestamp = {2009.01.12}
}

@BOOK{lunne97,
  title = {Cone Penetration Testing in Geotechnical Practice},
  publisher = {Spon Press},
  year = {1997},
  author = {Lunne, T. and P K Robertson and J J M Powell},
  owner = {gopal},
  timestamp = {2007.05.10}
}

@PHDTHESIS{mahajan06,
  author = {Sandeep P. Mahajan},
  title = {Viscous effects on penetrating shafts in clay},
  school = {Department of civil engineering and engineering mechanics, Univeristy
	of Arizona},
  year = {2006},
  month = {June},
  owner = {gopal},
  timestamp = {2007.01.25}
}

@INPROCEEDINGS{markauskas02a,
  author = {Darius Markauskas and Rimantas Kacianauskas},
  title = {The use of remeshing technique for CPT large penetration FE analysis},
  booktitle = {15th Annual Nordic Seminar on Compuational Mechanics},
  year = {2002},
  editor = {E. Lund, N. Olhoff, J. Stegmann},
  owner = {gopal},
  timestamp = {2006.12.04}
}

@ARTICLE{markauskas05,
  author = {Darius Markauskas and Rimantas Kacianauskas and Rolf Katzenbach},
  title = {Simulation of piezocone penetration in saturated porous medium using
	the fe remeshing technique},
  journal = {F o u n d a t i o n s o f C i v i l a n d E n v i r o n m e n t a
	l E n g i n e e r i n g},
  year = {2005},
  volume = {6},
  pages = {103-116},
  owner = {gopal},
  timestamp = {2007.02.07}
}

@INBOOK{markauskas02b,
  chapter = {Modelling the cone penetration test by the

	finite element method},
  title = {Foundations of Civil and Environmental Engineering},
  publisher = {Publishing House of Poznan University of Technology},
  author = {Darius Markauskas and Rimantas Kacianauskas and Marijonas Suksta},
  note = {ISSN 1642-9303},
  owner = {gopal},
  timestamp = {2006.12.04}
}

@ARTICLE{marr02,
  author = {Je¡rey G. Marr and Anders Elverh and Carl Harbitz and Jasim Imran
	and Peter Har¡},
  title = {Numerical simulation of mud-rich subaqueous debris fows on the glacially
	active margins of the Svalbard-Barents Sea},
  journal = {Marine Geology},
  year = {2002},
  volume = {188},
  pages = {351-364},
  owner = {gopal},
  timestamp = {2006.12.04}
}

@PHDTHESIS{martin94,
  author = {C M Martin},
  title = {Physical and Numerical Modelling of Offshore Foundations Under Combined
	Load},
  school = {University of Oxford},
  year = {1994},
  owner = {gopal},
  timestamp = {2007.06.08}
}

@PHDTHESIS{may87,
  author = {May, R.,E.},
  title = {A study of piezocone penetrometer in normally consolidated clay},
  school = {University of Oxford},
  year = {1987},
  owner = {gopal},
  timestamp = {2006.12.04}
}

@TECHREPORT{mayne01,
  author = {Mayne, P., and Christopher,B. and DeJong, F.},
  title = {Manual on Subsurface Investigations},
  institution = {National Highway Institute, Federal Highway Administration},
  year = {2001},
  number = {FHWA NHI-01-031},
  address = {Washington, DC},
  month = {July},
  owner = {gopal},
  timestamp = {2006.12.13}
}

@INPROCEEDINGS{mayne95,
  author = {Paul W. Mayne and Jay A. Auxt and James K. Mitchell and Recep Yilmaz},
  title = {U.S. National Report on CPT},
  booktitle = {Proceedings, International Symposium on Cone Penetration Testing},
  year = {1995},
  volume = {1},
  pages = {263-276},
  address = {Linköping},
  organization = {Swedish Geotechnical Society},
  owner = {gopal},
  timestamp = {2007.03.05}
}

@TECHREPORT{mccarty68,
  author = {J L McCarty and Huey D Carden},
  title = {Response characteristics of impacting penetrometers appropriate to
	lunar and planetary missions},
  institution = {National Aeronautics and Space Administration},
  year = {1968},
  owner = {gopal},
  timestamp = {2007.03.13}
}

@TECHREPORT{mccarty62,
  author = {McCarty,J. L. and Carden, H. D.},
  title = {Impact Characteristics of Various Materials Obtained by an Acceleration-Time-History
	Technique Applicable to Evaluating Remote Targets},
  institution = {NASA Langley Research Center},
  year = {1962},
  owner = {gopal},
  timestamp = {2007.04.09}
}

@TECHREPORT{fishpac06,
  author = {Robert McConnaughey and Cynthia Yeung and Mark Amend and John Lomnicky
	and Keith Smith},
  title = {Cruise Report for 2006 {FISHPAC} Project},
  institution = {{A}laska {F}isheries {S}cience {C}enter, {S}eattle, {WA}},
  year = {2006},
  owner = {gopal},
  timestamp = {2008.05.23}
}

@TECHREPORT{mckinnon04,
  author = {L.J. McKinnon and S.C. Leporati and G.D. Parry and S. Blake and D.
	Hatton},
  title = {Environmental Characterisation of the Aquaculture Fisheries Reserves
	in the Geelong Arm, Port Phillip Bay, Victoria},
  institution = {Fisheries Victoria, Department of Primary Industries, State of Victoria,
	Australia},
  year = {2004},
  owner = {gopal_2},
  timestamp = {2009.01.12}
}

@INPROCEEDINGS{mcneill81,
  author = {McNeill, Robert L.},
  title = {Approximate Method for Estimating the Strengths of Cohesive Materials
	from Penetrator Decelerations},
  booktitle = {Oceans'81},
  year = {1981},
  volume = {13},
  number = {688-693},
  organization = {IEEE},
  owner = {gopal},
  timestamp = {2007.02.26}
}

@INPROCEEDINGS{mcneill79,
  author = {McNeill, R L},
  title = {Enhancement of Geophysical Soil Profiles Using Instrumented Sediment
	Penetrators},
  booktitle = {Proceedings Offshore Technology Conference, OTC 3526},
  year = {1979},
  volume = {3},
  pages = {1469-1480},
  owner = {gopal},
  timestamp = {2007.03.05}
}

@TECHREPORT{mcneill83,
  author = {McNeill , R L and Noorany, I.},
  title = {Offshore In-Situ Testing Techniques},
  institution = {Sandia Laboratories},
  year = {1983},
  owner = {gopal_2},
  timestamp = {2009.01.08}
}

@TECHREPORT{melton05,
  author = {Jeffrey S. Melton},
  title = {{FFCPT} Deployment in {P}rovidence {H}arbor {CAD} {C}ells on February
	20, 2004},
  institution = {Report to ENSR, Deapartment of Civil Engineering, University of New
	Hampshire},
  year = {2005},
  owner = {gopal},
  timestamp = {2008.06.20}
}

@INPROCEEDINGS{melton00,
  author = {Melton, J.,S., and Christian,H., and Furlong, A.},
  title = {Use of dynamic penetrometers to determine fluid mud properies},
  booktitle = {Conference on Dredging Material Management, Cambridge MA},
  year = {2000},
  owner = {gopal},
  timestamp = {2006.12.03}
}

@INPROCEEDINGS{mesarovicy99,
  author = {Mesarovicy, S. Dj., and Fleck,N.A.},
  title = {Spherical indentation of elastic-plastic solids},
  booktitle = {Proceedings of Royal Society London-A},
  year = {1999},
  volume = {455},
  pages = {2707-2728},
   = {Mesarovicy, S., Dj., and Fleck.N.,A.,}
}

@INPROCEEDINGS{meunier00,
  author = {J Meunier and Sangouard and B Lhuillier},
  title = {A New Seabed Penetrometer},
  booktitle = {Offshore Technology Conference},
  year = {2000},
  owner = {gopal},
  timestamp = {2007.02.26}
}

@INBOOK{meyerhof81,
  chapter = {The Ultimate Bearing Capacity of Wedge-shaped Foundations},
  pages = {105-109},
  title = {The Bearing Capacity and Settlement of Foundations},
  publisher = {Tech-Press, Technical University of Nova Scotia},
  year = {1981},
  editor = {G G Meyerhof},
  author = {G G Meyerhof},
  owner = {gopal},
  timestamp = {2008.03.03}
}

@BOOK{mitchell93,
  title = {Fundamentals of Soil Behavior},
  publisher = {John Wiley and Sons},
  year = {1993},
  author = {Mitchell,James K.},
  owner = {gopal},
  timestamp = {2006.12.14}
}

@BOOK{mitchell75,
  title = {Fundamentals of Soil Behavior},
  publisher = {John Wiley and Sons},
  year = {1975},
  author = {Mitchell, James K.},
  owner = {gopal},
  timestamp = {2006.12.14}
}

@INPROCEEDINGS{moore01,
  author = {Moore, G.F.and Taira, A.and Bangs, N.L.and Kuramoto and S. and Shipley,
	T.H. and Alex, C.M. and Gulick, S.S. and Hills, D.J. and Ike, T.
	and Ito, S. and Leslie, S.C. and McCutcheon, A.J. and Mochizuki,
	K. and Morita, S. and Nakamura, Y. and Park, J.-O. and Taylor, B.L.
	and Toyama, G. and Yagi, H. and and Zhao, Z.},
  title = {Shipboard Scientific Party, 2001. Leg 190 summary},
  booktitle = {Proceedings of the Ocean Drilling Program, Initial Reports Volume
	190},
  year = {2001},
  owner = {gopal},
  timestamp = {2008.08.06}
}

@TECHREPORT{moulton02,
  author = {Moulton, J, and Stuttdard,N.},
  title = {Boring logs for {UNH} {P}ier {R}eplacement},
  institution = {{GZA} {E}nvironmental Inc. , Providence , RI},
  year = {2002},
  owner = {gopal},
  timestamp = {2008.09.13}
}

@TECHREPORT{mulhearn02,
  author = {P.J. Mulhearn},
  title = {Influences of Penetrometer Probe Tip Geometry on Bearing Strength
	Estimates for Mine Burial Prediction},
  institution = {Maritime Operations Division, Aeronautical and Maritime Research
	Laboratory, Australia},
  year = {2002},
  owner = {gopal},
  timestamp = {2006.12.04}
}

@PHDTHESIS{gopal08,
  author = {Gopala Mulukutla},
  title = {Determination of Seafloor Geotechnical Properties using Free Fall
	Penetrometer},
  school = {University of New Hampshire},
  year = {2008},
  owner = {gopal},
  timestamp = {2008.08.18}
}

@ARTICLE{noorany89,
  author = {Iraj Noorany},
  title = {Classification of Marine Sediments},
  journal = {ASCE Journal of Geotechnical Engineering},
  year = {1989},
  volume = {115},
  pages = {23-37},
  number = {1},
  owner = {gopal},
  timestamp = {2007.02.26}
}

@ARTICLE{oreilly89,
  author = {O'Reilly, M. P. And Brown, S. F. And Overy, R. F.},
  title = {Viscous effects observed in tests on an anisotropically normally
	consolidated silty clay},
  journal = {Geotechnique},
  year = {1989},
  volume = {39},
  pages = {153-158},
  number = {1},
  owner = {gopal},
  timestamp = {2007.02.26}
}

@INPROCEEDINGS{osler06,
  author = {John Osler and Arnold Furlong and Harold Christian and Mike Lamplugh},
  title = {The Integration of the {F}ree {F}all {C}one {P}enetrometer ({FFCPT})
	with the {M}oving {V}essel {P}rofiler ({MVP}) for the rapid assessment
	of seabed characteristics},
  booktitle = {Proceedings Undersea Defense Technology Pacific, San Diego},
  year = {2006},
  owner = {gopal},
  timestamp = {2007.03.07}
}

@ARTICLE{perez99,
  author = {Perez-Foguet, A. and Ledesma, A. and Huerta, A.},
  title = {Analysis of the vane test considering size and time effects},
  journal = {International Journal for Numerical and Analytical Methods in Geomechanics},
  year = {1999},
  volume = {23},
  pages = {383-412},
  month = apr,
  adsnote = {Provided by the Smithsonian/NASA Astrophysics Data System}
}

@INPROCEEDINGS{peuchen00,
  author = {J Peuchen},
  title = {Deepwater Cone Penetration Tests},
  booktitle = {Offshore Technology Conference},
  year = {2000},
  pages = {469-477},
  owner = {gopal},
  timestamp = {2007.02.26}
}

@TECHREPORT{poor65,
  author = {Arthur R. Poor and Wiiliam R. Cox and Lyman C. Reese},
  title = {Behavior of Sandy Clay Under Vertical Impact of Geometric Shapes},
  institution = {National Aeronautics and Space Administration (NASA)},
  year = {1965},
  owner = {gopal},
  timestamp = {2007.09.20}
}

@BOOK{potts99,
  title = {Finite Element Analysis in Geotechnical Engineering, Vol. 1: Theory
	\& Application},
  publisher = {Thomas Telford Ltd},
  year = {1999},
  author = {Potts,D.,M., and L. Zdravkovic},
  owner = {gopal},
  timestamp = {2006.12.18}
}

@INPROCEEDINGS{preston99,
  author = {Preston, J.M. and Collins, W.T. and Mosher, D.C. and Poeckert, R.H.
	and Kuwahara, R.H.},
  title = {The strength of correlations between geotechnical variables andacoustic
	classifications},
  booktitle = {OCEANS '99 MTS/IEEE. Riding the Crest into the 21st Century},
  year = {1999},
  volume = {3},
  pages = {1123-1128},
  organization = {MTS/IEEE},
  owner = {gopal},
  timestamp = {2007.03.05}
}

@TECHREPORT{raie06,
  author = {M. Raie and J. L. Tassoulas},
  title = {Numerical Modeling of Torpedo Anchors,},
  institution = {Offshore Technology Research Center, Texas A\&M University},
  year = {2006},
  owner = {gopal},
  timestamp = {2008.03.03}
}

@INPROCEEDINGS{randolph04,
  author = {M.F. Randolph},
  title = {Characterisation of soft sediments for offshore applications},
  booktitle = {Proceedings ISC-2 on Geotechnical and Geophysical Site Characterization},
  year = {2004},
  editor = {Viana da Fonseca and Paul Mayne},
  publisher = {Millpress, Rotterdam},
  keywords = {anisotropy, clay, consolidation coefficient, penetration testing,
	sensitivity, shear strength, strain rate, vane test},
  owner = {gopal},
  timestamp = {2006.12.04}
}

@ARTICLE{randolph06,
  author = {Mark F. Randolph and Knut H. Andersen},
  title = {Numerical Analysis of T-Bar Penetration in Soft Clay},
  journal = {International Journal of Geomechanics},
  year = {2006},
  volume = {6},
  pages = {411-420},
  number = {6},
  publisher = {ASCE},
  url = {http://link.aip.org/link/?QGM/6/411/1}
}

@ARTICLE{randolph00,
  author = {Randolph,M F and C M Martin and Y Hu},
  title = {Limiting Resistance of a Spherical Penetrometer in Cohesive Material},
  journal = {Geotechnique},
  year = {2000},
  volume = {50},
  pages = {573-582},
  number = {5},
  owner = {gopal},
  timestamp = {2007.05.09}
}

@ARTICLE{randolph79,
  author = {M. F. Randolph and C. P. Wroth},
  title = {An analytical solution for the consolidation around a driven pile},
  journal = {International Journal for Numerical and Analytical Methods in Geomechanics},
  year = {1979},
  volume = {3},
  pages = {217-229},
  number = {3},
  owner = {gopal},
  timestamp = {2008.05.12}
}

@ARTICLE{randolph84,
  author = {Randolph,M.,F., and Houlsby,G.,T.,},
  title = {The limiting pressure on a circular pile loaded laterally in cohesive
	soil},
  journal = {Geotechnique},
  year = {1984},
  volume = {34},
  pages = {613-623},
  number = {4},
  owner = {gopal},
  timestamp = {2006.12.03}
}

@ARTICLE{raschke97,
  author = {Scott A. Raschke and Roman D. Hryciw},
  title = {Vision Cone Penetrometer for Direct Subsurface Soil Observation},
  journal = {Journal of Geotechnical and Geoenvironmental Engineering},
  year = {1997},
  volume = {123},
  pages = {1074-1076},
  number = {11},
  publisher = {ASCE},
  url = {http://link.aip.org/link/?QGT/123/1074/1}
}

@BOOK{richards88,
  title = {Vane Shear Strength Testing in Soils: Field and Laboratory Studies},
  publisher = {ASTM},
  year = {1989},
  author = {Adrian F. Richards},
  owner = {gopal},
  timestamp = {2006.12.16}
}

@ARTICLE{robertson90,
  author = {P.K. Robertson},
  title = {Soil classification using the cone penetration test},
  journal = {Canadian Geotechnical Journal},
  year = {1990},
  volume = {27},
  pages = {151-158},
  number = {1},
  owner = {gopal},
  timestamp = {2007.02.24}
}

@ARTICLE{rollins98,
  author = {Kyle M. Rollins and Mark D. Evans and Nathan B. Diehl and William
	D. Daily},
  title = {Shear Modulus and Damping Relationships for Gravels},
  journal = {Journal of Geotechnical and Geoenvironmental Engineering},
  year = {1998},
  volume = {124},
  pages = {396-405},
  number = {5},
  owner = {gopal},
  timestamp = {2008.03.25}
}

@INPROCEEDINGS{sagaseta88,
  author = {Sagaseta, C. and Houlsby, G.T.},
  title = {Elastic-Plastic Incompressible Flow Around an Infinite Cone},
  booktitle = {Proc. of the 1st International Symp. on Penetration Testing, ISOPT-1},
  year = {1988},
  pages = {933-938},
  owner = {gopal},
  timestamp = {2007.02.21}
}

@ARTICLE{sagaseta97,
  author = {Sagaseta, C., A. J. Whittle and M. Santagata},
  title = {Deformation analysis of shallow penetration In clay},
  journal = {International Journal for Numerical and Analytical Methods in Geomechanics},
  year = {1997},
  volume = {21},
  pages = {687-719},
  note = {sagaseta_1997.pdf},
   = {Sagaseta, C., A. J. Whittle and M. Santagata},
  abstract = {A new method of analysis is described for estimating the deformations
	and strains caused by shallow undrained penetration of piles and
	caissons in clay. The formulation combines previous analyses for
	steady, deep penetration,1 with methods used to compute soil deformations
	due to near-surface ground loss,2 and is referred to as the Shallow
	Strain Path Method (SSPM). Complete analytical solutions for the
	velocity and strain rates are given for a planar wall, an axisymmetric,
	closed-ended pile and unplugged, open-ended pile geometries. In these
	examples, the analyses consider a single source penetrating through
	the soil at a constant rate, generating a family of penetrometers
	with rounded tips, referred to as simple wall, pile and tube geometries.
	Soil deformations and strains are obtained by integrating the velocity
	and strain rates along the particle paths. The transition from shallow
	to deep penetration is analysed in detail. Shallow penetration causes
	heave at the ground surface, while settlements occur only in a thin
	veneer of material adjacent to the shaft and in a bulb-shaped region
	around the tip. The size of this region increases with the embedment
	depth. Deformations inside an open-ended pile/caisson are a§ected
	significantly by details of the simple tube wall geometry.}
}

@ARTICLE{salgado97,
  author = {R. Salgado and J. K. Mitchell and M. Jamiolkowski},
  title = {Cavity Expansion and Penetration Resistance in Sand},
  journal = {Journal of Geotechnical and Geoenvironmental Engineering},
  year = {1997},
  volume = {123},
  pages = {344-354},
  number = {4},
  publisher = {ASCE}
}

@INPROCEEDINGS{schnaid04,
  author = {F. Schnaid and B.M. Lehane and M. Fahey},
  title = {In situ test characterisation of unusual geomaterials},
  booktitle = {Proceedings ISC-2 on Geotechnical and Geophysical Site Characterization},
  year = {2004},
  editor = {Viana da Fonseca and Paul W Mayne},
  publisher = {Millpress, Rotterdam},
  owner = {gopal},
  timestamp = {2007.02.21}
}

@INBOOK{schultheiss90,
  chapter = {In situ pore pressure measurements for a detailed assessment of marine
	sediments: state of the art},
  pages = {190-205.},
  title = {Geotechnical Engineering of Ocean Waste Disposal, ASTM STP 1087},
  publisher = {ASTM, Philadelphia,},
  year = {1990},
  editor = {K. Demars and R. Chaney},
  author = {Schultheiss, P.J.},
  owner = {gopal},
  timestamp = {2008.08.05}
}

@TECHREPORT{schultheiss85,
  author = {Schultheiss, P J and McPhail, S D and Packwood, A R and Hart, B},
  title = {An instrument to measure differential pore pressures in deep ocean
	sediments: Pop-Up-Pore Pressure Instrument},
  institution = {Institute of Oceanographic Sciences,Wormley, UK, Report No 202},
  year = {1985},
  owner = {gopal},
  timestamp = {2008.03.17}
}

@ARTICLE{scott70,
  author = {Ronald F. Scott},
  title = {In-Place Ocean Soil Strength by Accelerometer},
  journal = {Journal of the Soil Mechanics and Foundations Division},
  year = {1970},
  volume = {96},
  pages = {199-211},
  number = {1},
  abstract = {The in-place measurement of the shearing strength of ocean-floor soils,
	although desirable, is difficult because of the problems involved
	in all work at sea. A single-axis, self-contained recording accelerometer
	was designed for attachment to conventional core-barrel samplers,
	which are usually released a few feet above the ocean floor, and
	fall freely to penetrate the sea-bed soil. Successive integrations
	of the acceleration record produced by the impact provide the time-history
	of velocity and displacement of the corer. These results, together
	with the known mass of the corer, enable the shearing resistance
	of the soil to be calculated as a function of depth below the soil
	surface. The paper describes the accelerometer and its operation,
	and illustrates the calculations with reference to typical records
	obtained at sea.},
  owner = {gopal},
  timestamp = {2007.03.07}
}

@PHDTHESIS{sheahan91,
  author = {Sheahan, T. C.},
  title = {An experimental study of the time-dependent undrained shear behavior
	of resedimented clay using automated stress path triaxial equipment},
  school = {Massachusetts Institute of Technology},
  year = {1991},
  address = {Cambridge, Mass.},
  owner = {gopal},
  timestamp = {2007.02.19}
}

@ARTICLE{sheahan96,
  author = {Sheahan, T. C. And Ladd, C. C. And Germaine, J. T. ;},
  title = {Rate-dependent undrained shear behavior of saturated clay},
  journal = {Journal of Geotechnical Engineering},
  year = {1996},
  volume = {122},
  pages = {99-108},
  number = {2},
  owner = {gopal},
  timestamp = {2006.12.04}
}

@PHDTHESIS{shi05,
  author = {Han Shi},
  title = {Numerical simulations and predictive models of undrained penetration
	in soft soils},
  school = {Office of Graduate Studies (Civil Engineering), Texas A\&M University},
  year = {2005},
  month = {August},
  owner = {gopal},
  timestamp = {2007.02.07}
}

@ARTICLE{shield55,
  author = {R. T. Shield},
  title = {On the Plastic Flow of Metals under Conditions of Axial Symmetry},
  journal = {Proceedings of the Royal Society of London. Series A, Mathematical
	and Physical Sciences},
  year = {1955},
  volume = {233},
  pages = {267-287},
  number = {1193},
  owner = {gopal},
  timestamp = {2008.03.03}
}

@ARTICLE{gudehus90,
  author = {Z. Sikora and G. Gudehus},
  title = {Numerical simulation of penetration in sand based on FEM},
  journal = {Computers and Geotechnics},
  year = {1990},
  volume = {9},
  pages = {73-86},
  abstract = {This article presents the application of the Finite Element Method
	(FEM) for estimating the penerration resistance and the stress and
	strain state in the soil around a penetrating rod. Numerical solutions
	are obtained assuming Lagrangian formulation with finite deformations.
	The Jauman terms are incorporated in the analysis. A constitutive
	law by Kolymbas is used. A condition representing skin friction has
	been defined for the surfce of the penetrometer, and subsequently
	the unknown stress state on its surface is determined with an iterative
	method. The method is closely connected with the localization of
	deformation. Some numerical problems due to time-integration and
	convergence criteria for incrementally nonlinear constitutive laws
	are also discussed. In numerical computations, the friction coefficient
	parameter is varied. The influence of this parameter on the penetration
	resistance is discussed.},
  owner = {gopal},
  timestamp = {2006.12.20}
}

@INPROCEEDINGS{silva04,
  author = {M.F. Silva and M.D. Bolton},
  title = {Centrifuge penetration tests in saturated layered sands},
  booktitle = {Proceedings ISC-2 on Geotechnical and Geophysical Site Characterization},
  year = {2004},
  editor = {Viana da Fonseca and Paul Mayne},
  owner = {gopal},
  timestamp = {2007.02.07}
}

@ARTICLE{silva069,
  author = {Marcelo F. Silva and David J. White and Malcolm D. Bolton},
  title = {An analytical study of the effect of penetration rate on piezocone
	tests in clay},
  journal = {International Journal for Numerical and Analytical Methods in Geomechanics},
  year = {2006},
  volume = {30},
  pages = {501-527},
  owner = {gopal},
  timestamp = {2006.12.02}
}

@ARTICLE{silvestri97,
  author = {V. Silvestri and H. Dakroub and Y. Fahmy},
  title = {Analysis of cone penetration and indentation tests in clayey soils},
  journal = {Canadian Geotechical Journal},
  year = {1997},
  volume = {34},
  pages = {254-263},
  number = {2},
  owner = {gopal},
  timestamp = {2007.02.24}
}

@ARTICLE{spencer84,
  author = {A J M Spencer},
  title = {Plastic flow past a smooth cone},
  journal = {Acta Mechanica},
  year = {1984},
  volume = {54},
  pages = {63-74},
  number = {1-2},
  owner = {gopal},
  timestamp = {2007.06.07}
}

@ARTICLE{spooner04,
  author = {Ian S. Spooner and Peter Williams and Kathleen Martin},
  title = {Construction and use of an inexpensive, lightweight free-fall penetrometer:
	applications to paleolimnological research},
  journal = {Journal of Paleolimnology},
  year = {2004},
  volume = {32},
  pages = {305-310},
  number = {3},
  owner = {gopal},
  timestamp = {2007.02.19}
}

@ARTICLE{stegmann06,
  author = {Stegmann,Sylvia and Morz,Tobias and Kopf,Achim},
  title = {Initial results of a new free fall cone penetrometer(FF-CPT) for
	geotechnical in situ characterisation of soft marin sediments},
  journal = {Norwegian Journal of Geology},
  year = {2006},
  volume = {86},
  pages = {199-208},
  owner = {gopal},
  timestamp = {2006.12.14}
}

@ARTICLE{stegmann07,
  author = {Sylvia Stegmann and Michael Strasser and Flavio Anselmetti and Achim
	Kopf},
  title = {Geotechnical in-situ characterization of subaquatic slopes: The role
	of pore pressure transients versus frictional strength in landslide
	initiation},
  journal = {Geophysical Research Letters},
  year = {2007},
  volume = {34},
  owner = {gopal_2},
  timestamp = {2009.01.06}
}

@ARTICLE{stegmann05,
  author = {Sylvia Stegmann and Heinrich Villinger and Achim Kopf},
  title = {Design of a modular, marine free-fall cone penetrometer},
  journal = {Sea Technology},
  year = {2005},
  volume = {47},
  pages = {27-33},
  number = {2},
  owner = {gopal},
  timestamp = {2007.01.04}
}

@INPROCEEDINGS{stoll06,
  author = {R. D. Stoll},
  title = {Measuring Sea Bed Properties using Static and Dynamic Penetrometers},
  booktitle = {Civil Engineering in the Ocean VI},
  year = {2006},
  pages = {386-395},
  publisher = {American Society of Civil Engineers},
  owner = {gopal},
  timestamp = {2007.03.07}
}

@ARTICLE{stoll99,
  author = {Robert D. Stoll and Tuncay Akal},
  title = {{XBP} -Tool for Rapid Assessment of Seabed Sediment Properties},
  journal = {Sea Technology},
  year = {1999},
  volume = {40},
  pages = {47-51},
  number = {2},
  owner = {gopal},
  timestamp = {2007.02.26}
}

@ARTICLE{stoll07,
  author = {Stoll,R.,D. and Yue-Feng Sun and Ivars Bitte},
  title = {Seafloor Properties From Penetrometer Tests},
  journal = {IEEE Journal of Ocean Engineering},
  year = {2007},
  volume = {32},
  pages = {57-63},
  number = {1},
  owner = {gopal},
  timestamp = {2007.11.26}
}

@TECHREPORT{stoll97,
  author = {Stoll, R.D., and Tumay,A.},
  title = {Probe for Evaluating Seafloor Geoacoustic and Geotechnical Properties,
	US Patent 5681982},
  year = {1997},
  isbn = {5681982},
  pages = {17},
  publisher = {The Trustees of Columbia University in the City of New York}
}

@ARTICLE{strasser07,
  author = {Michael Strasser and Sylvia Stegmann and Felix Bussmann and Flavio
	S. Anselmett and Beat Rick and Achim Kopf},
  title = {Quantifying subaqueous slope stability during seismic shaking: Lake
	Lucerne as model for ocean margins},
  journal = {Marine Geology},
  year = {2007},
  volume = {240},
  pages = {77-97},
  owner = {gopal_2},
  timestamp = {2009.01.06}
}

@ARTICLE{sutherland07,
  author = {T.F. Sutherland and C.D. Levings and S.A. Petersen and P. Poon and
	B. Piercey},
  title = {The use of meiofauna as an indicator of benthic organic enrichment
	associated with salmonid aquaculture},
  journal = {Marine Pollution Bulletin},
  year = {2007},
  volume = {54},
  pages = {1249–1261},
  owner = {gopal_2},
  timestamp = {2009.01.12}
}

@ARTICLE{tan91,
  author = {Tan, TS and Goh, TC and Karunaratne, GP and Inoue, T and Lee, SL},
  title = {Yield Stress Measurement by a Penetration Method},
  journal = {Canadian Geotechnical Journal},
  year = {1991},
  volume = {28},
  pages = {517-522},
  number = {4},
  owner = {gopal},
  timestamp = {2006.12.03}
}

@ARTICLE{tani95,
  author = {Kazuo Tani and W H Craig},
  title = {Development of Centrifuge Cone Penetration Test to Evaluate the Undrained
	Shear Strength Profile of a Model Clay Bed},
  journal = {Soils and Foundations},
  year = {1995},
  volume = {35},
  pages = {37-47},
  number = {2},
  note = {first paper to use empirical rate -dependent formula},
  owner = {gopal},
  timestamp = {2007.02.26}
}

@INPROCEEDINGS{tarabay94,
  author = {Antoun H Tarabay and Mohsen Sanai},
  title = {Penetration of a rigid body projectile into underwater sediments},
  booktitle = {Proceedings of the 65th Shock and Vibration Symposium},
  year = {1994},
  pages = {137-154},
  owner = {gopal},
  timestamp = {2007.02.21}
}

@INPROCEEDINGS{teh88,
  author = {Teh, C.I. and Houlsby, G.T.},
  title = {Analysis of the Cone Penetration Test by the Strain Path Method},
  booktitle = {Proc. of the 6th International Conference on Numerical and Analytical
	Methods in Geo-mechanics},
  year = {1988},
  editor = {Innsbruk Swoboda},
  pages = {397-402},
  address = {Rotterdam},
  publisher = {Balkema},
  owner = {gopal},
  timestamp = {2007.02.19}
}

@ARTICLE{teh91,
  author = {Teh, C.I. and Houlsby, G.T.},
  title = {An analytical study of the cone penetration test in clay},
  journal = {Geotechnique},
  year = {1991},
  volume = {41},
  pages = {17-34},
  number = {1},
  owner = {gopal},
  timestamp = {2007.02.19}
}

@PHDTHESIS{teh87,
  author = {Teh, Cee-Ing},
  title = {An analytical study of cone penetration test},
  school = {University of Oxford},
  year = {1987},
  owner = {gopal},
  timestamp = {2006.12.04}
}

@BOOK{terzaghi43,
  title = {Theoretical Soil Mechanics},
  publisher = {Wiley, New York},
  year = {1943},
  author = {Terzaghi, K.},
  owner = {gopal},
  timestamp = {2007.10.05}
}

@TECHREPORT{thompson71,
  author = {J B Thomspon and J K Mitchell},
  title = {Determination of Insitu Soil Properties Utilizing An Impact Penetrometer},
  institution = {National Aeronautics and Space Administration (NASA) :Lunar Surface
	Engineering Properties Experiment Definition Volume I of IV},
  year = {1971},
  owner = {gopal},
  timestamp = {2007.03.13}
}

@ARTICLE{toorman97,
  author = {Toorman, E.A.},
  title = {Modelling the thixotropic behaviour of dense cohesive sediment suspensions},
  journal = {Rheologica Acta},
  year = {1997},
  volume = {36},
  pages = {56-65},
  owner = {gopal},
  timestamp = {2006.12.03}
}

@PHDTHESIS{true76,
  author = {Daniel G True},
  title = {Undrained Vertical Penetration Into Ocean Bottom Soils},
  school = {University of California at Berkeley},
  year = {1976},
  owner = {gopal},
  timestamp = {2008.02.19}
}

@ARTICLE{tumay85,
  author = {Mehmet T. Tumay and Yalcin B. Acar, Member and Murat H. Cekirge and
	Narayanan Ramesh},
  title = {Flow Field Around Cones in Steady Penetration},
  journal = {Journal of Geotechnical Engineering},
  year = {1985},
  volume = {111},
  number = {2},
  owner = {gopal},
  timestamp = {2007.02.26}
}

@ARTICLE{turnage73,
  author = {G W Turnage},
  title = {Influence of Viscous-type and inertial forces on the penetration
	resistance of saturated fine grained soils},
  journal = {Journal of Terramechanics},
  year = {1973},
  volume = {10},
  pages = {63-76},
  number = {2},
  owner = {gopal},
  timestamp = {2007.02.22}
}

@ARTICLE{urgeles00,
  author = {Urgeles, R. and M. Canals and J. Roberts},
  title = {Fluid flow from pore pressure measurements off {L}a {P}alma, {C}anary
	{I}slands},
  journal = {Journal of Volcanology and Geothermal Research},
  year = {2000},
  volume = {101},
  pages = {253-271},
   = {Urgeles., R., M. Canals, J. Roberts,1 and the SNV “Las Palmas” Shipboard
	Party},
  abstract = {In situ subseafloor pore pressure results from the western flank of
	the island of La Palma, Canary Islands, are presented. The data obtained
	with a Pop Up Pore Pressure Instrument (PUPPI) provide constraints
	on the fluid circulation and its causes in a very special context:
	The sediment piles near an intraplate oceanic island built on the
	continental rise of the Northwest African Margin. The ambient pore
	pressures estimated from 2 to 4 days long record are negative in
	almost all cases with values, at depths of a few meters below sea
	floor, usually on the order of 210 to 270 Pa. Excess pore pressures
	develop only in the distal most areas. The permeabilities and compressibilities
	obtained respectively from the decay of the insertion pressures and
	the amplitude of the tidally induced pore pressure variations range
	between 2:5 £ 10218 and 6:6 £ 10216 m2 and, 6:2 £ 1029 and 1:5 £
	1027 Pa21: According to these permeabilities fluid flow is estimated
	to be mostly downward and usually on the range between 0 and 20.3
	mm y21. However, from the excess pore pressure profile a complex
	pattern of fluid circulation is inferred where horizontal fluid motion
	cannot be neglected. Horizontal flow is probably controlled by significant
	contrasts in the permeability of the different layers. The prevailing
	downward fluid flow is abnormal for a classical passive margin. We
	thus interpret these results as the superposition to the loss of
	fluids by sediment compaction (on the continental rise), of a large-scale
	flow system stimulated by thermal buoyancy (100 km wide) related
	to the volcanic activity on the island of La Palma. q2000 Elsevier
	Science B.V. All rights reserved.}
}

@PHDTHESIS{vandenberg94,
  author = {Van den Berg, P.},
  title = {Analysis of Soil Penetration},
  school = {Delft University of Technology,The Netherlands},
  year = {1994},
  owner = {gopal},
  timestamp = {2007.02.01}
}

@ARTICLE{villinger99,
  author = {H. Villinger and J. Grigel and B. Heesemann},
  title = {Acceleration-monitored coring revisited},
  journal = {Geo-Marine Letters},
  year = {1999},
  volume = {19},
  pages = {275-281},
  owner = {gopal},
  timestamp = {2008.03.03}
}

@TECHREPORT{ward01,
  author = {Larry G. Ward and Raymond E. Grizzle and Frank L. Bub},
  title = {Environmental Monitoring: Open Ocean Aquaculture Progress Report
	for the Period 1/01/01 Through 12/31/01},
  institution = {University of New Hampshire},
  year = {2001},
  owner = {gopal_2},
  timestamp = {2009.01.12}
}

@ARTICLE{wei05,
  author = {Lei Wei and Murad Y. Abu-Farsakh and Mehmet T. Tumay},
  title = {Finite-Element Analysis of Inclined Piezocone Penetration Test in
	Clays},
  journal = {International Journal of Geomechanics},
  year = {2005},
  volume = {5},
  pages = {167-178},
  number = {3},
  keywords = {Earth pressure; Anisotropy; Clays; Finite element method; Penetration
	tests},
  publisher = {ASCE}
}

@ARTICLE{startk09,
  author = {Nina Stark \&Thomas F. Wever},
  title = {Unraveling subtle details of expendable bottom penetrometer (XBP)
	deceleration profiles},
  journal = {Geo-Marine Letters},
  year = {2009},
  volume = {29},
  pages = {39–45},
  owner = {gopal_2},
  timestamp = {2009.03.10}
}

@ARTICLE{white04,
  author = {D. J. White And M. D. Bolton},
  title = {Displacement and strain paths during plane-strain model pile installation
	in sand},
  journal = {Geotechnique},
  year = {2004},
  volume = {54},
  pages = {375-397},
  number = {6},
  owner = {gopal},
  timestamp = {2007.02.20}
}

@TECHREPORT{spb,
  author = {Williamson, Peter},
  title = {Spherical Ball Penetrometer},
  year = {2004},
  note = {Williamson2004.pdf},
   = {Williamson, Peter},
  publisher = {Benthic Geotech Inc, Australia}
}

@TECHREPORT{womack67,
  author = {Womack, D P and Cox, W R},
  title = {Measurement of dynamic characteristics of soils with penetrometers},
  institution = {University of Texas at Austin},
  year = {1967},
  note = {Report submitted to NASA},
  owner = {gopal},
  timestamp = {2006.12.20}
}

@ARTICLE{yin99,
  author = {Jian-Hua Yin and James Graham},
  title = {Elastic viscoplastic modelling of the time-dependent stress-strain
	behaviour of soils},
  journal = {Canadian Geotechnical Journal},
  year = {1999},
  volume = {36},
  pages = {736-745},
  abstract = {This paper presents a new framework for elastic viscoplastic (EVP)
	constitutive modelling. In developing the model, a general one-dimensional
	elastic viscoplastic (1D EVP) relationship is first derived for isotropic
	stressing conditions using an "equivalent-time" concept. This 1D
	EVP model is then generalized into a three-dimensional EVP model
	based on Modified Cam-Clay and viscoplasticity. Fitting functions
	are proposed for fitting data when model parameters are being determined.
	Using these functions, a specific EVP model is developed which describes
	the time-dependent stress-strain behaviour of soils under triaxial
	stress states. This model has been calibrated using data from a densely
	compacted sand-bentonite mixture. The calibrated model is used to
	compute time-dependent (or strain rate dependent) stress-strain curves
	from a multistage shear creep test and a step-changed, constant strain
	rate undrained triaxial compression test. Predictions from the EVP
	model are in general agreement with measured values. It is demonstrated
	that the model can simulate accelerating creep when deviator stresses
	are close to the shear strength envelope in a q creep test. It can
	also model the behaviour in unloading-reloading and relaxation. Limitations
	and possible improvements are also indicated.},
  owner = {gopal},
  timestamp = {2006.12.03}
}

@INPROCEEDINGS{young81,
  author = {C Wayne Young},
  title = {An Empirical Equation for Predicting Penetration Depth into Soft
	Sediments},
  booktitle = {Oceans' 81},
  year = {1981},
  pages = {674-681},
  owner = {gopal},
  timestamp = {2007.02.26}
}

@ARTICLE{yu98,
  author = {H. S. Yu and J. K. Mitchell},
  title = {Analysis of Cone Resistance: Review of Methods},
  journal = {Journal of Geotechnical and Geoenvironmental Engineering},
  year = {1998},
  volume = {124},
  pages = {140-149},
  number = {2},
  publisher = {ASCE}
}

@INPROCEEDINGS{yu04,
  author = {Hai-Sui Yu},
  title = {Proceedings ISC-2 on Geotechnical and Geophysical Site Characterization},
  year = {2004},
  editor = {Viana da Fonseca and Paul W Mayne},
  pages = {3-38},
  publisher = {Millpress, Rotterdam},
  chapter = {James K. Mitchell Lecture: In situ soil testing: from mechanics to
	interpretation},
  owner = {gopal_2},
  timestamp = {2009.01.08}
}

@ARTICLE{yue95,
  author = {Yue, Z., Q. and Selvadurai, A.,P.,S.},
  title = {Contact Problem for Saturated Poroelastic Solid},
  journal = {Journal of Engineering Mechanics},
  year = {1995},
  volume = {121},
  pages = {502-512},
  number = {4},
  note = {yue_1995.pdf},
   = {Yue, Z., Q. and Selvadurai, A.,P.,S.}
}

@ARTICLE{zarnecki05,
  author = {John C. Zarnecki and Mark R. Leese and Brijen Hathi and Andrew J.
	Ball and Axel Hagermann and Martin C. Towner and Ralph D. Lorenz
	and J. Anthony M. McDonnell and Simon F. Green and Manish R. Patel
	and Timothy J. Ringrose and Philip D. Rosenberg and Karl R. Atkinson
	and Mark D. Paton and Marek Banaszkiewicz and Benton C. Clark and
	Francesca Ferri and Marcello Fulchignoni and Nadeem A. L. Ghafoor
	and Gunter Kargl and Hakan Svedhem and John Delderfield and Manuel
	Grande and David J. Parker and Peter G. Challenor and John E. Geake},
  title = {A soft solid surface on Titan as revealed by the Huygens Surface
	Science Package},
  journal = {Nature},
  year = {2005},
  volume = {438},
  pages = {792-796},
  number = {8},
  owner = {gopal},
  timestamp = {2006.12.04}
}

@ARTICLE{zhu01,
  author = {Zhu, Jun-Gao and Yin, Jian-Hua},
  title = {Deformation and Pore-water Pressure Responses of Elastic Viscoplastic
	soil},
  journal = {Journal of Engineering Mechanics},
  year = {2001},
  volume = {127},
  pages = {899-908},
  number = {9},
  note = {zhu_2001.pdf},
   = {Zhu, Jun-Gao and Yin, Jian-Hua},
  abstract = {The deformation and pore-water pressure responses of clayey soils
	are of great interest to civil engineers. In this paper, displacements
	and pore-water pressures of a clay subjected to the loading of a
	strip footing are simulated using a fully coupled finite-element
	(FE) consolidation method incorporated with a newly developed 3D
	elastic viscoplastic (EVP) model for the clay. A brief introduction
	to the 3D EVP model and its implementation in the FE analysis is
	presented. The 3D EVP model can describe the time-dependent stressstrain
	behavior of clayey soils, including volumetric creep. The main objective
	of this paper is to examine how the viscosity (or creep parameter
	c/V) of the clay affects the deformation and pore-water pressure
	responses of the clay. For this, the value of the creep parameter
	c/V is varied in the FE analysis. When viscous nature is taken into
	account, the pore-water pressure in the soil is higher than that
	without consideration of the viscous nature. The phenomenon of pore-water
	pressure increase due to creep is studied in this paper. It is found
	that larger creep parameter c/V results in higher pore-water pressure
	and larger deformation in the soil. The difference of the pore-water
	pressure due to the Mandel-Cryer effects and the creep is investigated
	using the FE model and discussed in this paper. In addition, a few
	other parameters (Poisson’s ratio n, permeability k, clay layer thickness
	h, and thickness h to a half footing width a ratio h/a) are also
	varied to investigate their influence on deformation and pore-water
	pressure of the soil with creep. It is found that, the lower the
	permeability of soil, the higher is the pore-water pressure and the
	larger is the local deformation. The thickness of the soil layer
	also has a great influence on the pore-water pressure induced by
	the viscous effect. All these increased pore-water pressures result
	from a balance of the pore-water pressures induced by creep (and
	the Mandel-Cryer effects or both) and dissipated because of drainage.}
}

@TECHREPORT{facil05,
  title = {Pier Replacement at Newcastle, NH : Geotechnical Reports and Drawings},
  institution = {Univeristy of New Hampshire, Facilities Division},
  year = {2005},
  owner = {gopal},
  timestamp = {2008.09.13}
}

repository: abbotts/unh-thesis-latex

repo_name: abbotts/unh-thesis-latex


text:
@article{johannes_social_2019,
 abstract = {Smartphones have been shown to distract people from their main tasks (e.g., studying, working), but the psychological mechanisms underlying these distractions are not clear yet. In a preregistered experiment (https://osf.io/g8kbu/), we tested whether the distracting nature of smartphones stems from their high associated (social) reward value. Participants (N = 117) performed a visual search task while they were distracted by (a) high social reward apps (e.g., Facebook app icon + notification sign), (b) low social reward apps (e.g., Facebook app icon), and (c) no social reward apps (e.g., Weather app icon). We expected that high social reward app icons would slow down search, especially when people were deprived of their smartphones. Surprisingly, high social reward (vs. low or no social reward) apps did not impair visual search performance, yet in a survey (N = 158) participants indicated to perceive these icons as more rewarding. Our results demonstrate that even if people perceive social smartphone apps as more rewarding than nonsocial apps, this may not manifest in behavior.},
 author = {Johannes, Niklas and Dora, Jonas and Rusz, Dorottya},
 copyright = {All rights reserved},
 doi = {10.1525/collabra.207},
 file = {Johannes et al. - 2019 - Social Smartphone Apps Do Not Capture Attention De.pdf:C\:\\Users\\Jonas Dora\\Zotero\\storage\\5PDGPLKW\\Johannes et al. - 2019 - Social Smartphone Apps Do Not Capture Attention De.pdf:application/pdf},
 journal = {Collabra: Psychology},
 number = {1},
 pages = {14},
 title = {Social Smartphone Apps Do Not Capture Attention Despite Their Perceived High Reward Value},
 volume = {5},
 year = {2019}
}

license: MIT

license_type: permissive

branch_name: refs/heads/master

extension: bib


text:
@inproceedings{jim-2019,
 author = {Jim Woodcock and
Ana Cavalcanti and
Simon Foster and
Alexandre Mota and
Kangfeng Ye},
 bibsource = {dblp computer science bibliography, https://dblp.org},
 biburl = {https://dblp.org/rec/bib/conf/utp/WoodcockC00Y19},
 booktitle = {Unifying Theories of Programming - 7th International Symposium, UTP
2019, Dedicated to Tony Hoare on the Occasion of His 85th Birthday,
Porto, Portugal, October 8, 2019, Proceedings},
 crossref = {DBLP:conf/utp/2019},
 doi = {10.1007/978-3-030-31038-7_5},
 pages = {80--105},
 timestamp = {Sat, 12 Oct 2019 12:51:37 +0200},
 title = {Probabilistic Semantics for RoboChart - A Weakest Completion Approach},
 url = {https://doi.org/10.1007/978-3-030-31038-7_5},
 year = {2019}
}

repository: RandallYe/academic-kickstart

repo_name: RandallYe/academic-kickstart

gha_license_id: MIT


text:
DESCRIPTION = "Engage is the E17 icon dock"
DEPENDS = "evas-x11 ecore-x11 esmart-x11 imlib2-x11 edje ewl e"
LICENSE = "MIT"
PR = "r2"

inherit e

SRC_URI = "${E_CVS};module=misc/engage;date=${PV} \
           file://no-local-includes.patch;patch=1"
S = "${WORKDIR}/engage"

EXTRA_OECONF = "--with-edje-cc=${STAGING_BINDIR}/edje_cc"

FILES_${PN} = "${bindir}/* ${libdir}/* ${datadir} ${sysconfdir} ${sbindir}"

repository: BackupTheBerlios/openslug-svn

repo_name: BackupTheBerlios/openslug-svn

extension: bb


text:
SUMMARY = "JACK Audio Connection Kit - Qt GUI Interface"
HOMEPAGE = "http://qjackctl.sourceforge.net"
LICENSE = "GPL-2.0-only"
LIC_FILES_CHKSUM = "file://LICENSE;md5=751419260aa954499f7abaabaa882bbe"

DEPENDS += " \
    qtbase-native \
    qttools-native \
    qtbase \
    jack \
    qtx11extras \
    portaudio-v19 \
"

inherit cmake_qt5 pkgconfig gtk-icon-cache qt5-translation

SRC_URI = " \
    ${SOURCEFORGE_MIRROR}/project/${BPN}/${BPN}/${PV}/${BPN}-${PV}.tar.gz \
    file://QjackCtl.conf \
"
SRCREV = "c88e08a7d62be39ea541d26c8c7e1e7b82289cd3"

SRC_URI[sha256sum] = "524843618152070c90a40a18d0e9a16e784424ce54231aff5c0ced12f2769080"
PV = "0.9.7"

FILES:${PN} += " \
    ${datadir}/metainfo \
"

do_install:append() {
    install -d ${D}/${sysconfdir}/skel/.config/rncbc.org
    install -m 0644 ${WORKDIR}/QjackCtl.conf ${D}/${sysconfdir}/skel/.config/rncbc.org/
}

PACKAGES =+ "${PN}-defconfig"

FILES:${PN}-defconfig = " \
    ${sysconfdir}/skel/.config/rncbc.org \
"

RDEPENDS:${PN} += " \
    jack-server \
"

RDEPENDS:${PN}-defconfig += " \
    a2jmidid \
    audio-tweaks \
"

repository: schnitzeltony/meta-musicians

repo_name: schnitzeltony/meta-musicians

gha_language: BitBake


text:
# These GPU and compute capability detectors are not worth
# the CMakeLists.txt real estate they occupy.
#
# Opticks users need to know if they have a GPU and
# they need to know its COMPUTE_CAPABILITY at configuration time.
#
#
#
# Try to detect GPU available
# * https://github.com/visore/Visore/blob/master/code/cmake/DetectGPU.cmake
#
# Just use "nvidia-smi -L" to detect
if(NOT DEFINED GPU)
    find_program(_nvidia_smi "nvidia-smi")
    # message(${_nvidia_smi})
    if (_nvidia_smi)
        exec_program(${_nvidia_smi} ARGS -L
                    OUTPUT_VARIABLE _nvidia_smi_out
                    RETURN_VALUE _nvidia_smi_ret)
        message(${_nvidia_smi_out})
        # message(${_nvidia_smi_ret})
        if (_nvidia_smi_ret EQUAL 0)
            # convert string with newlines to list of strings
            string(REGEX REPLACE "\n" ";" _nvidia_smi_out "${_nvidia_smi_out}")
            foreach(_line ${_nvidia_smi_out})
                if (_line MATCHES "^GPU [0-9]+:")
                    #math(EXPR DETECT_GPU_COUNT_NVIDIA_SMI "${DETECT_GPU_COUNT_NVIDIA_SMI}+1")
                    # the UUID is not very useful for the user, remove it
                    string(REGEX REPLACE " \\(UUID:.*\\)" "" _gpu_info "${_line}")
                    # message(${_gpu_info})
                    if (NOT _gpu_info STREQUAL "")
                        #list(APPEND DETECT_GPU_INFO "${_gpu_info}")
                        set(GPU ON)
                        message("Find GPU.")
                    endif()
                endif()
            endforeach()
        endif()
    endif()
endif()

# Detect compute capability using cudarap- executable
# (doesnt handle multi-GPU)
#
# from thrustrap- tests,
# but not worth the complication of using :
# users need to know their COMPUTE_CAPABILITY

if(NOT DEFINED SM)
    find_program(_exe "cudaGetDevicePropertiesTest")
    if (_exe)
        exec_program(${_exe} ARGS q OUTPUT_VARIABLE _out RETURN_VALUE _rc)
        message("${name}.${_exe} : ${_out}")
        if (_rc EQUAL 0)
           if (_out MATCHES "^[0-9]+")
              set(SM ${_out})
           endif()
        endif()
    endif()
endif()

repository: recepkandemir/opticks

repo_name: recepkandemir/opticks

extension: cmake