Geotechdata.info database

All geotechnical testing datasets

Last updated 20.01.2014

GD - Data hosted on Geotechdata.info
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001-GD	Standard oedometer test on dry reconstituted silty clay. Koliji, A., L. Vulliet, and L. Laloui, Acta Geotechnica, 2008(3), 61-69.	Oedometer Test	Silty clay
002-GD	Temperature and suction controlled oedometer tests on reconstituted sandy silt . Salager S., François B., El Youssoufi M.S., Laloui L., Saix C., Soils and Foundations, 2008, 48(4), pp. 453-466.	Oedometer Test- Unsaturated thermal	Sandy silt
003-GD	Silty Sand Permeability Data from southern Chile . Montecinos, AJ, Montalva, GA, Vargas, J, Ingeniería hidráulica en México, 2008, vol. XXIII (2), 149-155.	Permeability test	Silty sand
004-GD	Compressive Strength of Cement Stabilized Soils. A new statistical model . C. A. Anagnostopoulos & M. Chatziangelou. Electronic Journal of Geotechnical Engineering, Vol. 13, Bundle B	Unconfined Compression Test	Cement stabilized soils
005-EL	Advanced laboratory characterisation of London Clay. A. Gasparre. 2005. PhD Thesis. University of London.	Oedometer Test	London Clay
005-EL	Advanced laboratory characterisation of London Clay. A. Gasparre. 2005. PhD Thesis. University of London.	Triaxial Test	London Clay
006-EL	Determining the Intrinsic Compressibility of Fine-Graines Soils . A.B. Cerato, A.J. Lutenegger. 2004. ASCE Journal of Geotechnical and Geoenvironmental Engineering. Vol. 130, No. 8, pp. 872-877.	Oedometer Test	Clay
007-EL	The Stress-Strain-Strength Behaviour of a Completely Decomposed Granite Soil Using a New Advanced True Triaxial Testing System . Jian-Hua Yin & Md. Kumruzzaman, International Association for Computer Methods and Advances in Geomechanics (IACMAG), 1-6 October, 2008, Goa, India	True Triaxial Test	Decomposed granite soil
008-EL	Direct shear and compression behaviors for an unsaturated compacted soil with water content and matric suction measurement . D.Hormdee, H. Ochiai & N. Yasufuku, Advanced Expertmental Unsaturated Soil Mechanics - Tarantino, Romero & Cui (eds), pp. 177- 184	Direct shear Test - Unsaturated	Volcanic sandy soil
009-EL	Laboratory Studies on Shear Strength of Expansive Clays . N.B. Shanker, V.S. Krishna. 1989. Indian Geotechnical Conference (IGC-89) Vishakapatnam, India, Vol. 1, pp. 155-158.	Direct Shear Test	Expansive clay
010-EL	CPT interpretation in marine soils less than 5m depth – examples from the North Sea . R. Mitchell, S. Wootton, R. Comrie. 2010. 2nd International Symposium on Cone Penetration Testing, Huntington Beach, CA, USA. Volume 2&3: Technical Papers, Session 2: Interpretation, Paper No. 21.	CPT	Marine Sand & Gravel
011-EL	Laboratory hydro-mechanical characterisation of Boom clay at Essen and Mol . Y. F. Deng, A. M. Tang, Y. J. Cui, X. P. Nguyen, X. L. Li, L. Wouters, Clay in natural and engineered barriers for radioactive waste confinement 4th internation meeting, March 2010, Nantes, France, Page 119-120	Oedometer Test	Clay
012-EL	Field and laboratory measurements of dynamic shear modulus of Piedmont residual soils . Schneider, J.A., Hoyos, L., Jr., Mayne, P.W., Macari, E.J., and Rix, G.J. (1999), Behavioral Characteristics of Residual Soils, GSP 92, ASCE, Reston, VA, pp. 12-25.	Resonant Column Test	Residual soil
013-EL	Evaluation of piezocone characterization in deltaic deposits 2nd International Symposium on Cone Penetration Testing, Huntington Beach, CA, USA, May 2010, Vol. 2 & 3: Technical Papers, Session 2: Interpretation, Paper No. 19. . Kavur B., M. Mulabdic & K. Minazek, 2nd International Symposium on Cone Penetration Testing, Huntington Beach, CA, USA, May 2010, Vol. 2 & 3: Technical Papers, Session 2: Interpretation, Paper No. 19.	CPTU	Soft Clay
014-EL	Compressibility Relationships for Soils in Puerto Rico . Alan R. Crumley, Américo L. Fernández, and Carlos A. Regalado 12th Panamerican Conference on Soil Mechanics and Geotechnical Engineering. Massachusetts Institute of Technology, Boston, June 2003.	Oedometer Test	Alluvial and residual soils
015-EL	The Piezocone in Lightly overconsolidated Clay. 1989. Z.M. Nyirenda.PhD Thesis, University of Oxford	CPTU	Clay
016-EL	A study of the piezocone Penetrometer in normally consolidated clay. 1987. R.E. May.PhD Thesis, Exeter College	CPTU	Clay
017-EL	Static Characteristics of Coarse-Grained Soils. Guodong Deng, Jiasheng Zhang, Xiaobin Chen, Fei Meng, and Xiong Shi, The Electronic Journal of Geotechnical Engineering, Vole 19/A 2014	Triaxial Test	Coarse-Grained Soils
018-RG	Behaviour of Clay Subjecting to Vacuum and Surcharge Loading in an Oedometer . Geotechnical Engineering Journal of the SEAGS & AGSSEA Vol. 44 No.4 December 2013 ISSN 0046-5828. 1-8	Oedometer Test	Clay
019-RG	The Effect of Scale Direct Shear Test on the Strength Parameters of Clayey Sand in Isfahan City, Iran. Dadkhah R, Ghafoori M, Ajalloeian R, Lashkaripour G.R, Journal of Applied Sciences. 10 (18), 2027-2033, 2010	Direct shear test	Clayey sand
020-EL	Stress Strain Behavior of Clayey Sand. Logeshwari J and Premalatha K, The Electronic Journal of Geotechnical Engineering, Volume 19 [2014], Bundle D	Triaxial	Clayey sand
021-EL	Shear strength characteristics of an unsaturated expansive clay. Tony L.T. Zhan and Charles W.W. Ng, Can. Geotech. J. 43: 751-763	Direct Shear Test - Unsaturated	Expansive clay
022-EL	Cyclic loading test on sandy soil by true triaxial testing by true triaxial testing apparatus. Kitamura R. and Hidaka M., 1998, Proc. 9th world conference on earthquake engineering, Vol. III. 48	True Triaxial Test	Sand
023-EL	Verifying liquefaction remediation beneath an earth dam using SPT and CPT based methods. Ikram Guettaya, Mohamed Ridha El Ouni, Robb Eric S. Moss, Soil Dynamics and Earthquake Engineering, Volume 53, October 2013, Pages 130–144	Standard penetration test	Sandy soil
024-EL	Effect of Sand Content on Unconfined Compressive Strength of Cement Admixed Clay. Anuchit Uchaipichat, 2014, Electronic Journal of Geotechnical Engineering, Vol. 19, Bundle L	Unconfined Compression Test	Cement admixed caly
025-EL	Experimental Study of Micro Behavior of Hangzhou Soft Clay J. Huang, X. Xie , J. Li, W. Wang, Electronic Journal of Geotechnical Engineering, Vol. 19, Bundle U	Oedometer test	Soft clay
026-EL	Test on Clay Structural Properties Quantitative Parameters and Frost Heave Characteristics. Xiangling Tao, Jinrong Ma, Ming Liu, Ling Huang, 2014, Electronic Journal of Geotechnical Engineering, Vol. 19, Bundle Y	Triaxial test	clay
027-EL	The Characteristics of Residual Soil Shear Strength Considering the Influence of Matric Suction. Ding Shao-lin, Zuo Chang-qun, Liu Dai-guo, Chen Jian-ping	Direct Shear Test - Unsaturated	Residual soil
028-EL	Shear Strength of a Natural and Compacted Tropical Soil. Lucas Savio Fagundes, Roger Augusto Rodrigues, 2015, Electronic Journal of Geotechnical Engineering, Vol. 20, Bundle 1	Triaxial test	Compacted tropical soil
029-EL	Influence of Initial Stress Ratio on Undrained Shear Behavior of Completely Decomposed Granite. Pan Liu, Xiaowen Zhou, Shiwei Zhao, 2015, Electronic Journal of Geotechnical Engineering, Vol. 20, Bundle 3	Triaxial	Decomposed granite
030-EL	Mechanical Properties of Fly Ash Soil-Cement. Pan Liu, Xiaowen Zhou, Shiwei Zhao, 2015, Electronic Journal of Geotechnical Engineering, Vol. 20, Bundle 4	Unconfined Compression Test	Fly Ash Soil-Cement

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