-
1
-
-
0001977451
-
A hypoplastic model for granular soils under cyclic loading
-
Elsevier, New York
-
Bauer, E., and Wu, W. (1993). "A hypoplastic model for granular soils under cyclic loading." Proc., Int. Workshop on Modelling Approaches to Plasticity, Elsevier, New York, 247-258.
-
(1993)
Proc., Int. Workshop on Modelling Approaches to Plasticity
, pp. 247-258
-
-
Bauer, E.1
Wu, W.2
-
2
-
-
0026614453
-
Strain-softening behavior of granular soil in strain-path testing
-
Chu, J., Lo, S.-C. R., and Lee, I. K. (1992). "Strain-softening behavior of granular soil in strain-path testing." J. Geotech. Eng., 118(2), 191-208.
-
(1992)
J. Geotech. Eng.
, vol.118
, Issue.2
, pp. 191-208
-
-
Chu, J.1
Lo, S.-C.R.2
Lee, I.K.3
-
3
-
-
0027788371
-
Instability of granular soils under strain path testing
-
Chu, J., Lo, S.-C. R., and Lee, I. K. (1993). "Instability of granular soils under strain path testing." J. Geotech. Eng., 119(5), 874-892.
-
(1993)
J. Geotech. Eng.
, vol.119
, Issue.5
, pp. 874-892
-
-
Chu, J.1
Lo S.-C., R.2
Lee, I.K.3
-
4
-
-
0035351940
-
Prefailure strain softening and pre-failure instability of sand: A comparative study
-
Chu, J., and Leong, W. K. (2001). "Prefailure strain softening and pre-failure instability of sand: A comparative study." Geotechnique, 51(4), 311-321.
-
(2001)
Geotechnique
, vol.51
, Issue.4
, pp. 311-321
-
-
Chu, J.1
Leong, W.K.2
-
5
-
-
0030238376
-
Void ratio evolution inside shear bands in triaxial sand specimens studied by computed tomography
-
Desrues, J., Chambon, R., Mokni, M., and Mazerolle, F. (1996). "Void ratio evolution inside shear bands in triaxial sand specimens studied by computed tomography." Geotechnique, 46(3), 529-546.
-
(1996)
Geotechnique
, vol.46
, Issue.3
, pp. 529-546
-
-
Desrues, J.1
Chambon, R.2
Mokni, M.3
Mazerolle, F.4
-
6
-
-
85137263885
-
A definition of stable inelastic material
-
Drucker, D. C. (1959). "A definition of stable inelastic material." J. Appl. Mech., 26, 101-106.
-
(1959)
J. Appl. Mech.
, vol.26
, pp. 101-106
-
-
Drucker, D.C.1
-
7
-
-
0002557767
-
On Reynolds dilatancy
-
D. DeKee, and P. N. Kaloni, eds., Pitman Res. Notes in Math. Series No. 229, Longmans Greene/Wiley, New York
-
Goddard, J. D., and Bashir, Y. B. (1990). "On Reynolds dilatancy." Recent developments in structured continua, D. DeKee, and P. N. Kaloni, eds., Pitman Res. Notes in Math. Series No. 229, Vol. 5, Longmans Greene/Wiley, New York, 23-35.
-
(1990)
Recent Developments in Structured Continua
, vol.5
, pp. 23-35
-
-
Goddard, J.D.1
Bashir, Y.B.2
-
8
-
-
0030108178
-
A comprehensive constitutive equation for granular materials
-
Gudehus, G. (1996). "A comprehensive constitutive equation for granular materials." Soils Found., 36(1), 1-12.
-
(1996)
Soils Found.
, vol.36
, Issue.1
, pp. 1-12
-
-
Gudehus, G.1
-
9
-
-
0004093289
-
-
PhD dissertation, Civil Engineering Dept., Univ. of Calgary, Calgary, Alta., Canada
-
Guo, P. J. (2000). "Modelling granular materials with respect to stress-dilatancy and fabric: A fundamental approach." PhD dissertation, Civil Engineering Dept., Univ. of Calgary, Calgary, Alta., Canada, 375.
-
(2000)
Modelling Granular Materials With Respect to Stress-Dilatancy and Fabric: A Fundamental Approach
, pp. 375
-
-
Guo, P.J.1
-
10
-
-
0026397791
-
Flow theory for sand during rotation of principal stress direction
-
Gutierrez, M., Ishihara, K., and Towhata, I. (1993). "Flow theory for sand during rotation of principal stress direction." Soils Found., 31(4), 121-132.
-
(1993)
Soils Found.
, vol.31
, Issue.4
, pp. 121-132
-
-
Gutierrez, M.1
Ishihara, K.2
Towhata, I.3
-
11
-
-
27744574041
-
A general theory of uniqueness and stability in elastic-plastic solids
-
Hill, R. (1958). "A general theory of uniqueness and stability in elastic-plastic solids." J. Mech. Phys. Solids, 6, 239-249.
-
(1958)
J. Mech. Phys. Solids
, vol.6
, pp. 239-249
-
-
Hill, R.1
-
12
-
-
0028756118
-
How the dilatancy of soils affects their behaviour
-
Florence, Italy, Associazione Geotecnica Italiana
-
Houlsby, G. T. (1991). "How the dilatancy of soils affects their behaviour." Proc., 10th European Conf. on Soil Mechechanics Foundations Engineering, Florence, Italy, Associazione Geotecnica Italiana, 4, 1189-1202.
-
(1991)
Proc., 10th European Conf. on Soil Mechechanics Foundations Engineering
, vol.4
, pp. 1189-1202
-
-
Houlsby, G.T.1
-
13
-
-
0024862688
-
Experimental observations of stability, instability and shear planes in granular materials
-
Springer, New York
-
Lade, P. V. (1989). "Experimental observations of stability, instability and shear planes in granular materials." Ingenieur-Archiv, Springer, New York, 59, 114-123.
-
(1989)
Ingenieur-Archiv
, vol.59
, pp. 114-123
-
-
Lade, P.V.1
-
14
-
-
0027790654
-
Initiation of static instability in the submarine Nerlerk berm
-
Lade, P. V. (1993). "Initiation of static instability in the submarine Nerlerk berm." Can. Geotech. J., 30, 895-904.
-
(1993)
Can. Geotech. J.
, vol.30
, pp. 895-904
-
-
Lade, P.V.1
-
15
-
-
0036197676
-
Modelling of slope failure by a material instability mechanism
-
Laouafa, F., and Darve, F. (2002). "Modelling of slope failure by a material instability mechanism." Comput. Geotech., 29(4), 301-325.
-
(2002)
Comput. Geotech.
, vol.29
, Issue.4
, pp. 301-325
-
-
Laouafa, F.1
Darve, F.2
-
16
-
-
24044458029
-
Dilatancy characteristics of soils
-
Matsuoka, H. (1974). "Dilatancy characteristics of soils." Soils Found., 14(3), 45-53.
-
(1974)
Soils Found.
, vol.14
, Issue.3
, pp. 45-53
-
-
Matsuoka, H.1
-
17
-
-
0019055432
-
A stress-strain relationship for granular materials derived from microscopic shear mechanism
-
Mastuoka, H., and Takeda, K. (1980). "A stress-strain relationship for granular materials derived from microscopic shear mechanism." Soils Found, 20(3), 45-58.
-
(1980)
Soils Found
, vol.20
, Issue.3
, pp. 45-58
-
-
Matsuoka, H.1
Takeda, K.2
-
18
-
-
0030886105
-
Undrained shear band deformation in granular media
-
Mooney, M. A., Viggini, G., and Finno, R. J. (1997). "Undrained shear band deformation in granular media." J. Geotech. Eng., 123(6), 577-585.
-
(1997)
J. Geotech. Eng.
, vol.123
, Issue.6
, pp. 577-585
-
-
Mooney, M.A.1
Viggini, G.2
Finno, R.J.3
-
19
-
-
0001809398
-
Fabric effects on the yield behaviour of soils
-
Muhunthan, B., Chameau, J. L., and Masad, E. (1996). "Fabric effects on the yield behaviour of soils." Soils Found., 36(3), 85-97.
-
(1996)
Soils Found.
, vol.36
, Issue.3
, pp. 85-97
-
-
Muhunthan, B.1
Chameau, J.L.2
Masad, E.3
-
20
-
-
0005219963
-
Dilatancy characteristics of geomaterials
-
Nagoya, Japan, A. Asaoka, T. Adachi, and F. Oda, eds., Elsevier Science
-
Nakai, T. (1997). "Dilatancy characteristics of geomaterials." Deformation and Progressive Failure in Geomaterials, IS-Nagoya '97, Nagoya, Japan, A. Asaoka, T. Adachi, and F. Oda, eds., Elsevier Science, 899-906.
-
(1997)
Deformation and Progressive Failure in Geomaterials, IS-Nagoya '97
, pp. 899-906
-
-
Nakai, T.1
-
21
-
-
0021555989
-
Micromechanically based rate constitutive descriptions for granular materials
-
Wiley, New York
-
Nemat-Nasser, S. and Mehrabadi, N. M. (1983). "Micromechanically based rate constitutive descriptions for granular materials." Mechanics of Engineering Materials, Wiley, New York, 451-463.
-
(1983)
Mechanics of Engineering Materials
, pp. 451-463
-
-
Nemat-Nasser, S.1
Mehrabadi, N.M.2
-
22
-
-
84930121207
-
Volume change in drained triaxial test on granular materials
-
Newland, P. L., and Allely, B. H. (1957). "Volume change in drained triaxial test on granular materials." Geotechnique, 7(1), 17-34.
-
(1957)
Geotechnique
, vol.7
, Issue.1
, pp. 17-34
-
-
Newland, P.L.1
Allely, B.H.2
-
23
-
-
0018654701
-
A constitutive model for sand in triaxial compression
-
Nova, R., and Wood, D. M. (1979). "A constitutive model for sand in triaxial compression." Int. J. Numer. Analyt. Meth. Geomech., (3), 255-278.
-
(1979)
Int. J. Numer. Analyt. Meth. Geomech.
, Issue.3
, pp. 255-278
-
-
Nova, R.1
Wood, D.M.2
-
24
-
-
84996360032
-
Initial fabrics and their relations to mechanical properties of granular material
-
Oda, M. (1972). "Initial fabrics and their relations to mechanical properties of granular material." Soils Found., 12(1), 17-36.
-
(1972)
Soils Found.
, vol.12
, Issue.1
, pp. 17-36
-
-
Oda, M.1
-
25
-
-
0010512349
-
A mechanical and statistical model for granular materials
-
Oda, M. (1974). "A mechanical and statistical model for granular materials." Soils Found., 14(1), 1-13.
-
(1974)
Soils Found.
, vol.14
, Issue.1
, pp. 1-13
-
-
Oda, M.1
-
26
-
-
0027642376
-
Inherent and induced anisotropy in plasticity of granular materials
-
Oda, M. (1993). "Inherent and induced anisotropy in plasticity of granular materials." Mech. Mater., 16, 35-45.
-
(1993)
Mech. Mater.
, vol.16
, pp. 35-45
-
-
Oda, M.1
-
27
-
-
0020242279
-
Experimental micromechanical evaluation of strength of granular materials: Effects of particle rolling
-
Oda, M., Konishi, J., and Nemat-Nasser, S. (1982). "Experimental micromechanical evaluation of strength of granular materials: Effects of particle rolling." Mech. Mater., 1(4), 269-283.
-
(1982)
Mech. Mater.
, vol.1
, Issue.4
, pp. 269-283
-
-
Oda, M.1
Konishi, J.2
Nemat-Nasser, S.3
-
28
-
-
0032067906
-
Effects of induced anisotropy on the development of shear bands in granular materials
-
Oda, M., Kazama, H., and Konishi, J. (1998). "Effects of induced anisotropy on the development of shear bands in granular materials." Mech. Mater., 28, 103-111.
-
(1998)
Mech. Mater.
, vol.28
, pp. 103-111
-
-
Oda, M.1
Kazama, H.2
Konishi, J.3
-
29
-
-
0024623031
-
Experimental stress dilatancy relations of sand subjected to cyclic loading
-
Pradhan, T. B. S., Tatsuoka, F., and Sato, Y. (1989). "Experimental stress dilatancy relations of sand subjected to cyclic loading." Soils Found., 29, 45-64.
-
(1989)
Soils Found.
, vol.29
, pp. 45-64
-
-
Pradhan, T.B.S.1
Tatsuoka, F.2
Sato, Y.3
-
30
-
-
2942601448
-
Strain softening of rock, soil, and concrete - A review article
-
Read, H. E., and Hegemier, G. A. (1980). "Strain softening of rock, soil, and concrete-A review article." Mech. Mater., 3, 291-294.
-
(1980)
Mech. Mater.
, vol.3
, pp. 291-294
-
-
Read, H.E.1
Hegemier, G.A.2
-
31
-
-
0001510883
-
On the dilatancy of media composed of rigid particles in contact
-
Reynolds, O. (1885). "On the dilatancy of media composed of rigid particles in contact." Philos. Mag., 5(20), 469-482.
-
(1885)
Philos. Mag.
, vol.5
, Issue.20
, pp. 469-482
-
-
Reynolds, O.1
-
32
-
-
0003177217
-
Mechanical behaviour of an idealized 'wet' clay
-
Wiesbaden, Denmark
-
Roscoe, K. H., and Schofield, A. N. (1963). "Mechanical behaviour of an idealized 'wet' clay." Proc., 3rd European Conf. Soil Mechanics, Wiesbaden, Denmark, 1, 47-54.
-
(1963)
Proc., 3rd European Conf. Soil Mechanics
, vol.1
, pp. 47-54
-
-
Roscoe, K.H.1
Schofield, A.N.2
-
33
-
-
0000738064
-
The stress-dilatancy relation for static equilibrium of an assembly of particles in contact
-
Ser. A
-
Rowe, P. W. (1962). "The stress-dilatancy relation for static equilibrium of an assembly of particles in contact." Proc., R. Soc. London, Ser. A, 269, 500-527.
-
(1962)
Proc., R. Soc. London
, vol.269
, pp. 500-527
-
-
Rowe, P.W.1
-
34
-
-
0018443414
-
Deformation behaviours of dry sand under cyclic loading and a stress-dilatancy model
-
Tokue, T. (1979). "Deformation behaviours of dry sand under cyclic loading and a stress-dilatancy model." Soils Found., 19(2), 63-78.
-
(1979)
Soils Found.
, vol.19
, Issue.2
, pp. 63-78
-
-
Tokue, T.1
-
35
-
-
0034209447
-
Fundamental factors affecting liquefaction susceptibility of sands
-
Vaid, Y. P., and Saivathayalan, S. (2000). "Fundamental factors affecting liquefaction susceptibility of sands." Can. Geotech. J., 37, 592-606.
-
(2000)
Can. Geotech. J.
, vol.37
, pp. 592-606
-
-
Vaid, Y.P.1
Saivathayalan, S.2
-
36
-
-
0031597035
-
A simple constitutive model for granular soils: Modified stress-dilatancy approach
-
Wan, R. G., and Guo, P. J. (1998). "A simple constitutive model for granular soils: Modified stress-dilatancy approach." Comput. Geotech., 22(2), 109-133.
-
(1998)
Comput. Geotech.
, vol.22
, Issue.2
, pp. 109-133
-
-
Wan, R.G.1
Guo, P.J.2
-
37
-
-
0002416360
-
A pressure and density dependent dilatancy model for granular materials
-
Wan, R. G., and Guo, P. J. (1999a). "A pressure and density dependent dilatancy model for granular materials." Soils Found., 39(6), 1-12.
-
(1999)
Soils Found.
, vol.39
, Issue.6
, pp. 1-12
-
-
Wan, R.G.1
Guo, P.J.2
-
38
-
-
0033406726
-
A consistent framework with embedded microstructural considerations for stress-dilatancy behavior of sands
-
NUMOGVII, G.N. Pande and S. Pietruszczak, eds
-
Wan, R. G., and Guo, P. J. (1999b). "A consistent framework with embedded microstructural considerations for stress-dilatancy behavior of sands." Proc., Int. Symp. on Numerical Methods in Geomechanics, NUMOGVII, G.N. Pande and S. Pietruszczak, eds., 41-46.
-
(1999)
Proc., Int. Symp. on Numerical Methods in Geomechanics
, pp. 41-46
-
-
Wan, R.G.1
Guo, P.J.2
-
39
-
-
2942513223
-
Effect of fabric on strain localization of sands
-
Sydney, Australia, Int. Assoc. for Computational Mechanics
-
Wan, R. G., and Guo, P. J. (2001a). "Effect of fabric on strain localization of sands." Proc., 1st. Asia-Pacific Conf. on Computational Mechanics, Sydney, Australia, Int. Assoc. for Computational Mechanics, 1, 503-508.
-
(2001)
Proc., 1st. Asia-Pacific Conf. on Computational Mechanics
, vol.1
, pp. 503-508
-
-
Wan, R.G.1
Guo, P.J.2
-
40
-
-
57249102964
-
Effect of microstructure on undrained behaviour of sands
-
Wan, R. G., and Guo, P. J. (2001b). "Effect of microstructure on undrained behaviour of sands." Can. Geotech. J., 38, 16-28.
-
(2001)
Can. Geotech. J.
, vol.38
, pp. 16-28
-
-
Wan, R.G.1
Guo, P.J.2
-
41
-
-
0035504109
-
Drained cyclic behavior of sand with fabric dependence
-
Wan, R. G., and Guo, P. J. (2001c). "Drained cyclic behavior of sand with fabric dependence." J. Eng. Mech., 127(11), 1106-1116.
-
(2001)
J. Eng. Mech.
, vol.127
, Issue.11
, pp. 1106-1116
-
-
Wan, R.G.1
Guo, P.J.2
-
42
-
-
0000757611
-
Normalized behaviour of very loose nonplastic soils: Effects of fabric
-
Zlatovic, S., and Ishihara, K. (1997). "Normalized behaviour of very loose nonplastic soils: Effects of fabric." Soils Found., 37(4), 47-56.
-
(1997)
Soils Found.
, vol.37
, Issue.4
, pp. 47-56
-
-
Zlatovic, S.1
Ishihara, K.2
|