-
1
-
-
0037328979
-
Effects of cross-anisotropy on three-dimensional behaviour of sand.I: Stress-strain behaviour 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.I: Stress-strain behaviour and shear banding. Journal of Engineering Mechanics, 129(2): 160-166. doi:10.1061/(ASCE)0733-9399(2003)129:2(160).
-
(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. Journal of Engineering Mechanics, 130(5): 599-606. doi:10.1061/(ASCE)0733-9399(2004)130:5(599).
-
(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. Edited by R.T. Donaghe, R.C. Chaney, and M.L. Silver. American Society for Testing and Materials (ASTM), Philadephia, Pa, doi:10.1520/STP29115S
-
Airey, D.W., and Wood, D.M. 1988. The Cambridge true triaxial apparatus. In Advanced triaxial testing of soil and rock. ASTM STP 977. Edited by R.T. Donaghe, R.C. Chaney, and M.L. Silver. American Society for Testing and Materials (ASTM), Philadephia, Pa. pp. 796-805. doi:10.1520/STP29115S.
-
(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
-
doi:10.1520/GTJ12679
-
Alshibli, K.A., and Williams, H.S. 2005. A true triaxial apparatus for soil testing with mixed boundary conditions. Geotechnical Testing Journal, 28(6): 534-543. doi:10.1520/GTJ12679.
-
(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
-
doi:10.1520/GTJ100221
-
AnhDan, L., Koseki, J., and Sato, T. 2006. Evaluation of quasi-elastic properties of gravel using a large-scale true triaxial apparatus. Geotechnical Testing Journal, 29(5): 374-384. doi:10.1520/GTJ100221.
-
(2006)
Geotechnical Testing Journal
, vol.29
, Issue.5
, pp. 374-384
-
-
Anhdan, L.1
Koseki, J.2
Sato, T.3
-
6
-
-
85168013179
-
Cubical devices: Versatibility and constraints
-
STP 977. Edited by R.T. Donaghe, R.C. Chaney, and M.L. Silver. American Society for Testing and Materials (ASTM), Philadephia, Pa, doi:10.1520/STP29112S
-
Arthur, J.R.F. 1988. Cubical devices: versatibility and constraints. In Advanced triaxial testing of soil and rock. STP 977. Edited by R.T. Donaghe, R.C. Chaney, and M.L. Silver. American Society for Testing and Materials (ASTM), Philadephia, Pa. pp. 743-765. doi:10.1520/STP29112S.
-
(1988)
Advanced Triaxial Testing of Soil and Rock
, pp. 743-765
-
-
Arthur, J.R.F.1
-
8
-
-
84903295259
-
An investigation of EPS Geofoam behaviour in compression
-
Salt Lake City, Utah, 10-12 December 2001
-
Atmatzidis, D.K., Missirlis, E.G., and Chrysikos, D.A. 2001. An investigation of EPS Geofoam behaviour in compression. In Proceedings of EPS Geofoam 2001 - 3rd International Conference, Salt Lake City, Utah, 10-12 December 2001.
-
(2001)
Proceedings of Eps Geofoam 2001 - 3rd International Conference
-
-
Atmatzidis, D.K.1
Missirlis, E.G.2
Chrysikos, D.A.3
-
10
-
-
38549155250
-
Development of a true triaxial apparatus for sands and gravels
-
doi:10.1520/GTJ100217
-
Choi, C., Arduino, P., and Harney, M.D. 2007. Development of a true triaxial apparatus for sands and gravels. Geotechnical Testing Journal, 31(1): 1-13. doi:10.1520/GTJ100217.
-
(2007)
Geotechnical Testing Journal
, vol.31
, Issue.1
, pp. 1-13
-
-
Choi, C.1
Arduino, P.2
Harney, M.D.3
-
13
-
-
0002305223
-
Strength and deformation of sand measured in an independent stress control cell
-
Cambridge, UK, 29-31 March 1971. Edited by R.H.G. Parry. 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. In Stress-Strain Behaviour of Soils, Proceedings of the Roscoe Memorial Symposium, Cambridge, UK, 29-31 March 1971. Edited by R.H.G. Parry. G.T. Foulis and Co. Ltd., Henley-on-Thames, UK. pp. 285-323.
-
(1971)
Stress-strain Behaviour of Soils, Proceedings of The Roscoe Memorial Symposium
, pp. 285-323
-
-
Green, G.E.1
-
14
-
-
84989713365
-
A new triaxial apparatus
-
Hambly, E.C. 1969. A new triaxial apparatus. Géotechnique, 19(2): 307-309.
-
(1969)
Géotechnique
, vol.19
, Issue.2
, pp. 307-309
-
-
Hambly, E.C.1
-
15
-
-
17044411922
-
Small strain deformation characteristics of sedimentary soft mudstone from true triaxial tests
-
Edited by M. Jamiolkowski, R. Lancellotta, and D.C.F. Lo Presti. A.A. Balkema, Lisse, the Netherlands
-
Hayno, K., Koeski, J., Sato, T., and Tatsuoka, F. 1999. Small strain deformation characteristics of sedimentary soft mudstone from true triaxial tests. In Pre-failure deformation characteristics of geomaterials. Edited by M. Jamiolkowski, R. Lancellotta, and D.C.F. Lo Presti. A.A. Balkema, Lisse, the Netherlands. Vol. 1, pp. 191-198.
-
(1999)
Pre-failure Deformation Characteristics of Geomaterials
, vol.1
, pp. 191-198
-
-
Hayno, K.1
Koeski, J.2
Sato, T.3
Tatsuoka, F.4
-
16
-
-
70350264487
-
-
Version 6.5 [computer program]. ABAQUS, Inc., Providence, R.I
-
Hibbitt, D., Karlsson, B., and Sorensen, P. 2005. ABAQUS user's manuals. Version 6.5 [computer program]. ABAQUS, Inc., Providence, R.I.
-
(2005)
Abaqus User's Manuals
-
-
Hibbitt, D.1
Karlsson, B.2
Sorensen, P.3
-
17
-
-
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. Geotechnical Testing Journal, 25(3): 1-12.
-
(2002)
Geotechnical Testing Journal
, vol.25
, Issue.3
, pp. 1-12
-
-
Ibsen, L.B.1
Praastrup, U.2
-
18
-
-
0002084099
-
A new soil testing apparatus
-
Ko, H.-Y., and Scott, R.F. 1967. A new soil testing apparatus. Géotechnique, 17(1): 40-57.
-
(1967)
Géotechnique
, vol.17
, Issue.1
, pp. 40-57
-
-
Ko, H.-Y.1
Scott, R.F.2
-
19
-
-
0015670841
-
Cubical triaxial tests on cohesionless soil
-
Lade, P.V., and Duncan, J.M. 1973. Cubical triaxial tests on cohesionless soil. Journal of the Soil Mechanics and Foundations Division, ASCE, 99(10): 793-812.
-
(1973)
Journal of The Soil Mechanics and Foundations Division, Asce
, vol.99
, Issue.10
, pp. 793-812
-
-
Lade, P.V.1
Duncan, J.M.2
-
20
-
-
0017931419
-
Three dimensional behavior of remolded clay
-
Lade, P.V., and Mustane, H.M. 1978. Three dimensional behavior of remolded clay. Journal of the Geotechnical Engineering Division, ASCE, 104(2): 193-209.
-
(1978)
Journal of The Geotechnical Engineering Division, Asce
, vol.104
, Issue.2
, pp. 193-209
-
-
Lade, P.V.1
Mustane, H.M.2
-
21
-
-
1642412966
-
True triaxial testing system for clay with proportional-integral-differential (PID) control
-
doi:10.1520/GTJ11756
-
Mandeville, D., and Penumadu, D. 2004. True triaxial testing system for clay with proportional-integral-differential (PID) control. Geotechnical Testing Journal, 27(2): 1-11. doi:10.1520/GTJ11756.
-
(2004)
Geotechnical Testing Journal
, vol.27
, Issue.2
, pp. 1-11
-
-
Mandeville, D.1
Penumadu, D.2
-
22
-
-
0029484404
-
Extension of spatially mobilized plane (SMP) to frictional and cohesive materials and its application to cemented sands
-
Matsuoka, H., and Sun, D.A. 1995. Extension of spatially mobilized plane (SMP) to frictional and cohesive materials and its application to cemented sands. Soils and Foundations, 35(4): 63-72.
-
(1995)
Soils and Foundations
, vol.35
, Issue.4
, pp. 63-72
-
-
Matsuoka, H.1
Sun, D.A.2
-
23
-
-
0036019743
-
Stress-strain behaviour of unsaturated soil in true triaxial tests
-
doi:10.1139/t02-031
-
Matsuoka, H., Sun, D.A., Kogane, A., Fukuzawa, N., and Ichihara, W. 2002. Stress-strain behaviour of unsaturated soil in true triaxial tests. Canadian Geotechnical Journal, 39(3): 608-619. doi:10.1139/t02-031.
-
(2002)
Canadian Geotechnical Journal
, vol.39
, Issue.3
, pp. 608-619
-
-
Matsuoka, H.1
Sun, D.A.2
Kogane, A.3
Fukuzawa, N.4
Ichihara, W.5
-
24
-
-
0020975039
-
Three-dimensional behaviour of sand with anisotropic fabric
-
doi:10.1061/(ASCE)0733-9410(1983)109:10(1313)
-
Ochiai, H., and Lade, P.V. 1983. Three-dimensional behaviour of sand with anisotropic fabric. Journal of Geotechnical Engineering, 109(10): 1313-1328. doi:10.1061/(ASCE)0733-9410(1983)109:10(1313).
-
(1983)
Journal of Geotechnical Engineering
, vol.109
, Issue.10
, pp. 1313-1328
-
-
Ochiai, H.1
Lade, P.V.2
-
25
-
-
0010897304
-
A new true triaxial apparatus
-
Cambridge, UK, 29-31 March 1971. Edited by R.H.G. Parry. G.T. Foulis and Co. Ltd., Henley-on-Thames, UK
-
Pearce, J.A. 1971. A new true triaxial apparatus. In Stress-Strain Behaviour of Soils, Proceedings of the Roscoe Memorial Symposium, Cambridge, UK, 29-31 March 1971. Edited by R.H.G. Parry. G.T. Foulis and Co. Ltd., Henley-on-Thames, UK. pp. 330-339.
-
(1971)
Stress-strain Behaviour of Soils, Proceedings of The Roscoe Memorial Symposium
, pp. 330-339
-
-
Pearce, J.A.1
-
26
-
-
1642323651
-
Effect of intermediate principal stress on overconsolidated kaolin clay
-
doi:10.1061/(ASCE)1090-0241(2004)130:3(284)
-
Prashant, A., and Penumadu, D. 2004. Effect of intermediate principal stress on overconsolidated kaolin clay. Journal of Geotechnical and Geoenvironmental Engineering, 130(3): 284-292. doi:10.1061/(ASCE)1090-0241(2004)130:3(284).
-
(2004)
Journal of Geotechnical and Geoenvironmental Engineering
, vol.130
, Issue.3
, pp. 284-292
-
-
Prashant, A.1
Penumadu, D.2
-
27
-
-
0026880074
-
Development of a true triaxial testing apparatus
-
doi:10.1520/GTJ10231J
-
Reddy, K.R., Saxena, S.K., and Budiman, J.S. 1992. Development of a true triaxial testing apparatus. Geotechnical Testing Journal, 15(2): 89-105. doi:10.1520/GTJ10231J.
-
(1992)
Geotechnical Testing Journal
, vol.15
, Issue.2
, pp. 89-105
-
-
Reddy, K.R.1
Saxena, S.K.2
Budiman, J.S.3
-
28
-
-
0037237974
-
Effects of silt on three-dimensional stress-strain behaviour of loose sand
-
doi:10.1061/(ASCE)1090-0241(2003)129:1(1)
-
Shapiro, S., and Yamamuro, J.A. 2003. Effects of silt on three-dimensional stress-strain behaviour of loose sand. Journal of Geotechnical and Geoenvironmental Engineering, 129(1): 1-11. doi:10.1061/(ASCE)1090-0241(2003)129:1(1).
-
(2003)
Journal of Geotechnical and Geoenvironmental Engineering
, vol.129
, Issue.1
, pp. 1-11
-
-
Shapiro, S.1
Yamamuro, J.A.2
-
29
-
-
0024034005
-
Servo-controlled cuboidal shear device
-
doi:10.1520/GTJ10957J
-
Sivakugan, N., Chameau, J.-L., Holtz, R.D., and Altschaeffl, A.G. 1988. Servo-controlled cuboidal shear device. Geotechnical Testing Journal, 11(2): 119-124. doi:10.1520/GTJ10957J.
-
(1988)
Geotechnical Testing Journal
, vol.11
, Issue.2
, pp. 119-124
-
-
Sivakugan, N.1
Chameau, J.-L.2
Holtz, R.D.3
Altschaeffl, A.G.4
-
31
-
-
0018446901
-
Fluid cushion truly triaxial or multi-axial testing device
-
doi:10.1520/GTJ10585J
-
Sture, S., and Desai, C.S. 1979. Fluid cushion truly triaxial or multi-axial testing device. Geotechnical Testing Journal, 2(1): 20-33. doi:10.1520/GTJ10585J.
-
(1979)
Geotechnical Testing Journal
, vol.2
, Issue.1
, pp. 20-33
-
-
Sture, S.1
Desai, C.S.2
-
32
-
-
33746255757
-
A simple elastoplastic hardening constitutive model for EPS geofoam
-
doi:10.1016/j.geotexmem.2006.03.007
-
Wong, H., and Leo, C.J. 2006. A simple elastoplastic hardening constitutive model for EPS geofoam. Geotextiles and Geomembranes, 24(5): 299-310. doi:10.1016/j.geotexmem.2006.03.007.
-
(2006)
Geotextiles and Geomembranes
, vol.24
, Issue.5
, pp. 299-310
-
-
Wong, H.1
Leo, C.J.2
-
34
-
-
74349108603
-
Multiaxial testing at Boulder and elsewhere
-
19-21 May 2008, Minneapolis, Minn. American Society of Civil Engineers (ASCE), Reston, Va, [Abstr.]
-
Wood, D.M. 2008. Multiaxial testing at Boulder and elsewhere. In Proceedings of the Inaugural International Conference of the Engineering Mechanics Institute (EM08), 19-21 May 2008, Minneapolis, Minn. American Society of Civil Engineers (ASCE), Reston, Va. p. 31. [Abstr.]
-
(2008)
Proceedings of The Inaugural International Conference of The Engineering Mechanics Institute (em08)
, pp. 31
-
-
Wood, D.M.1
-
35
-
-
0018478977
-
Anisotropic deformation characteristics of sand under three dimensional stress conditions
-
Yamada, Y., and Ishihara, K. 1979. Anisotropic deformation characteristics of sand under three dimensional stress conditions. Soils and Foundations, 19(2): 79-94.
-
(1979)
Soils and Foundations
, vol.19
, Issue.2
, pp. 79-94
-
-
Yamada, Y.1
Ishihara, K.2
|