-
1
-
-
0037328979
-
Effects of cross anisotropy on three-dimensional behavior of sand. I: Stress-strain behavior and shear banding
-
DOI 10.1061/(ASCE)0733-9399(2003)129:2(160)
-
Abelev, A. V. and Lade, P. V., 2003, "Effects of Cross-Anisotropy on Three-Dimensional Behaviour of Sand: Stress-Strain Behaviour and Shear Banding," J. Eng. Mech., Vol. 129(2), pp. 160- 166. (Pubitemid 36225643)
-
(2003)
Journal of Engineering Mechanics
, vol.129
, Issue.2
, pp. 160-166
-
-
Abelev, A.V.1
Lade, P.V.2
-
2
-
-
2342523982
-
Characterization of failure in cross-anisotropic soils
-
DOI 10.1061/(ASCE)0733-9399(2004)130:5(599)
-
Abelev, A. V. and Lade, P. V., 2004, "Characterization of Failure in Cross-Anisotropic Soils," J. Eng. Mech., Vol. 130(5), pp. 599- 606. (Pubitemid 38587297)
-
(2004)
Journal of Engineering Mechanics
, vol.130
, Issue.5
, pp. 599-606
-
-
Abelev, A.V.1
Lade, P.V.2
-
3
-
-
85167974770
-
The cambridge true triaxial apparatus
-
ASTM STP 977, ASTM International, West Conshohocken, PA
-
Airey, D.W. andWood, D. M., 1988, "The CambridgeTrueTriaxial Apparatus," Advanced Triaxial Testing of Soil and Rock, ASTM STP 977, ASTM International, West Conshohocken, PA, pp. 796-805.
-
(1988)
Advanced Triaxial Testing of Soil and Rock
, pp. 796-805
-
-
Airey, D.W.1
Wood, D.M.2
-
4
-
-
28744458950
-
A true triaxial apparatus for soil testing with mixed boundary conditions
-
GTJ12679
-
Alshibli, K. A. and Williams, H. S., 2005, "A True Triaxial Apparatus for Soil Testing with Mixed Boundary Conditions," Geotech. Test. J., Vol. 28(6), pp. 534-543. (Pubitemid 41756441)
-
(2005)
Geotechnical Testing Journal
, vol.28
, Issue.6
, pp. 534-543
-
-
Alshibli, K.A.1
Williams, H.S.2
-
5
-
-
33845595671
-
Evaluation of quasi-elastic properties of gravel using a large-scale true triaxial apparatus
-
GTJ100221
-
AnhDan, L., Koseki, J., and Sato, T., 2006, "Evaluation of Quasi- Elastic Properties of Gravel Using a Large-Scale True Triaxial Apparatus," Geotech. Test. J., Vol. 29(5), pp. 374-384. (Pubitemid 44933673)
-
(2006)
Geotechnical Testing Journal
, vol.29
, Issue.5
, pp. 374-384
-
-
AnhDan, L.1
Koseki, J.2
Sato, T.3
-
6
-
-
0001936194
-
Cubical devices: Versatility and constraints
-
ASTM STP 977, ASTM International, West Conshohocken, PA
-
Arthur, J. R. F., 1988, "Cubical Devices: Versatility and Constraints," AdvancedTriaxialTesting of Soil and Rock,ASTM STP 977, ASTM International, West Conshohocken, PA, pp. 743- 765.
-
(1988)
AdvancedTriaxialTesting of Soil and Rock
, pp. 743-765
-
-
Arthur, J.R.F.1
-
7
-
-
74349094391
-
-
Ph.D. thesis California Institute of Technology, Pasadena, CA
-
Bell, J. M., 1965, "Stress-Strain Characteristics of Cohesionless Granular Materials Subjected to Statically Applied Homogeneous Loads in an Open System," Ph.D. thesis, California Institute of Technology, Pasadena, CA.
-
(1965)
Stress-Strain Characteristics of Cohesionless Granular Materials Subjected to Statically Applied Homogeneous loads in an open System
-
-
Bell, J.M.1
-
8
-
-
79955781737
-
-
GCTS, Information sheet on Poly-Axial Test System (SPAX-2000),", (Last accessed June 14, 2010
-
GCTS, 2007, Information sheet on "Poly-Axial Test System (SPAX-2000)," www.gcts.com (Last accessed June 14, 2010).
-
(2007)
Information sheet on Poly-axial Test System (SPAX-2000)
-
-
-
9
-
-
79955768052
-
Geotechnical engineering office (GEO)
-
2nd ed., Civil Engineering Department, Hong Kong
-
Geotechnical Engineering Office (GEO), 1993, Guide to Retaining Wall Design (Geoguide 1), 2nd ed., Civil Engineering Department, Hong Kong.
-
(1993)
Guide to Retaining Wall Design (Geoguide 1)
-
-
-
11
-
-
0002305223
-
Strength and deformation of sand measured in an independent stress control cell
-
Cambridge, UK, March 29-31, 1971, R. H. G. Parry, Ed., G.T. Foulis and Co. Ltd., Henley-on-Thames, UK
-
Green, G. E., 1971, "Strength and Deformation of Sand Measured in an Independent Stress Control Cell," Proceedings of the Roscoe Memorial Symposium, Stress-Strain Behaviour of Soils, Cambridge, UK, March 29-31, 1971, R. H. G. Parry, Ed., G.T. Foulis and Co. Ltd., Henley-on-Thames, UK, pp. 285-323.
-
(1971)
Proceedings of the Roscoe Memorial Symposium, Stress-Strain Behaviour of Soils
, pp. 285-323
-
-
Green, G.E.1
-
12
-
-
17044411922
-
Small strain deformation characteristics of sedimentary soft mudstone from true triaxial tests
-
Torino, Italy, September 28- 30, 1999, M. Jamiolkowski, R. Lancellotta, and D. C. F. Lo Presti, Eds, Balkema, Rotterdam, Brookfield, VT
-
Hayno, K., Koeski, J., Sato, T., and Tatsuoka, F. 1999, "Small Strain Deformation Characteristics of Sedimentary Soft Mudstone from True Triaxial Tests," Pre-Failure Deformation Characteristics of Geomaterials: Torino 99, Torino, Italy, September 28- 30, 1999, M. Jamiolkowski, R. Lancellotta, and D. C. F. Lo Presti, Eds., Vol. 1, Balkema, Rotterdam, Brookfield, VT, pp. 191-198.
-
(1999)
Pre-Failure Deformation Characteristics of Geomaterials: Torino 99
, vol.1
, pp. 191-198
-
-
Hayno, K.1
Koeski, J.2
Sato, T.3
Tatsuoka, F.4
-
13
-
-
0036749504
-
The danish rigid boundary true triaxial apparatus for soil testing
-
Ibsen, L. B. and Praastrup, U., 2002, "The Danish Rigid Boundary True Triaxial Apparatus for Soil Testing," Geotech. Test. J., Vol. 25(3), pp. 1-12.
-
(2002)
Geotech. Test. J.
, vol.25
, Issue.3
, pp. 1-12
-
-
Ibsen, L.B.1
Praastrup, U.2
-
14
-
-
0002084099
-
A new soil testing apparatus
-
Ko, H. Y. and Scott, R. F., 1967, "A New Soil Testing Apparatus," Geotechnique, Vol. 17(1), pp. 40-57.
-
(1967)
Geotechnique
, vol.17
, Issue.1
, pp. 40-57
-
-
Ko, H.Y.1
Scott, R.F.2
-
16
-
-
0015670841
-
Cubical triaxial tests on cohesionless soil
-
(Engl. Transl.)
-
Lade, P. V. and Duncan, J. M., 1973, "Cubical Triaxial Tests on Cohesionless Soil," Soil Mech. Found. Eng. (Engl. Transl.), Vol. 99, pp. 793-812.
-
(1973)
Soil Mech. Found. Eng.
, vol.99
, pp. 793-812
-
-
Lade, P.V.1
Duncan, J.M.2
-
17
-
-
0016568353
-
Elastoplastic Stress-Strain theory for cohesionless soil
-
Lade, P. V. and Duncan, J. M., 1975, "Elastoplastic Stress-Strain Theory for Cohesionless Soil," J. Geotech. Engrg. Div., Vol. 101, pp. 1037-1053.
-
(1975)
J. Geotech. Engrg. Div.
, vol.101
, pp. 1037-1053
-
-
Lade, P.V.1
Duncan, J.M.2
-
18
-
-
0010897304
-
A new true triaxial apparatus
-
Cambridge, UK, March 29-31, 1971, R. H. G. Parry, Ed., G.T. Foulis and Co. Ltd., Henley-on-Thames, UK
-
Pearce, J. A., 1972, "A NewTrue Triaxial Apparatus," Proceedings of the Roscoe Memorial Symposium, Stress Strain Behaviour of Soils, Cambridge, UK, March 29-31, 1971, R. H. G. Parry, Ed., G.T. Foulis and Co. Ltd., Henley-on-Thames, UK, pp. 330-339.
-
(1972)
Proceedings of the Roscoe Memorial Symposium, Stress Strain Behaviour of Soils
, pp. 330-339
-
-
Pearce, J.A.1
-
19
-
-
0019713387
-
State of the art: Laboratory strength testing of soils
-
Saada, A. S. and Townsend, F. C., 1981, "State of the Art: Laboratory Strength Testing of Soils," Laboratory Shear Strength of Soil,ASTM STP 740,ASTM International,West Conshohocken, PA, pp. 7-77. (Pubitemid 12470366)
-
(1981)
ASTM Special Technical Publication
, pp. 7-77
-
-
Saada, A.S.1
Townsend, F.C.2
-
20
-
-
0037237974
-
Effects of silt on three-dimensional stress-strain behavior of loose sand
-
DOI 10.1061/(ASCE)1090-0241(2003)129:1(1)
-
Shapiro, S. and Yamamuro, J. A., 2003, "Effects of Silt on Threedimensional Stress-Strain Behaviour of Loose Sand," J. Geotech. Geoenviron. Eng., Vol. 129(1), pp. 1-11. (Pubitemid 36117499)
-
(2003)
Journal of Geotechnical and Geoenvironmental Engineering
, vol.129
, Issue.1
, pp. 1-11
-
-
Shapiro, S.1
Yamamuro, J.A.2
-
21
-
-
85167967479
-
A True triaxial testing cell
-
ASTM International, West Conshohocken, PA
-
Silvestri, V., Yong, R. N., and Mohamed, A. M. O., 1988, "A True Triaxial Testing Cell," Advanced Triaxial Testing of Soil and Rock, ASTM STP 977, ASTM International, West Conshohocken, PA, pp. 819-833.
-
(1988)
Advanced Triaxial Testing of Soil and Rock, ASTM STP 977
, pp. 819-833
-
-
Silvestri, V.1
Yong, R.N.2
Mohamed, A.M.O.3
-
22
-
-
0018446901
-
Fluid cushion truly triaxial or multi-axial testing device
-
Sture, S. and Desai, C. S., 1979, "Fluid Cushion Truly Triaxial or Multi-axial Testing Device," Geotech. Test. J.,Vol. 2(1), pp. 20- 33. (Pubitemid 10420529)
-
(1979)
Geotechnical Testing Journal
, vol.2
, Issue.1
, pp. 20-33
-
-
Sture, S.1
Desai, C.S.2
-
23
-
-
85167969112
-
Some recent developments intriaxialtesting systems for cohesionless soils
-
ASTM International,West Conshohocken, PA
-
Tatsuoka, F., 1988, "Some Recent Developments inTriaxialTesting Systems for Cohesionless Soils," Advanced Triaxial Testing of Soil and Rock, ASTM STP 977, ASTM International,West Conshohocken, PA, pp. 7-67.
-
(1988)
Advanced Triaxial Testing of Soil and Rock, ASTM STP 977
, pp. 7-67
-
-
Tatsuoka, F.1
-
25
-
-
79955755140
-
The Stress-Strain-Strength Behaviour of a completely composed granite soil measured using a new advanced true triaxial testing system
-
Goa, India, Oct 1-6, 2008 D. G. Singh, National Institute of Distaster Management and ASCE, NIDM, India
-
Yin, J. H. and Kumruzzaman, M., 2008, "The Stress-Strain- Strength Behaviour of a Completely Composed Granite Soil Measured Using a New Advanced True Triaxial Testing System," Proceedings of the 12th International Conference of International Association for Computer Methods and Advances in Geomechanics (IACMAG), Goa, India, Oct 1-6, 2008, D. G. Singh, National Institute of Distaster Management and ASCE, NIDM, India, pp. 1571-1579.
-
(2008)
Proceedings of the 12th International Conference of International Association for Computer Methods and Advances in Geomechanics (IACMAG)
, pp. 1571-1579
-
-
Yin, J.H.1
Kumruzzaman, M.2
|