-
1
-
-
0037328979
-
Effects of cross anisotropy on three-dimensional behavior of sand. I: Stress-strain behavior and shear banding
-
Abelev, A. V., and Lade, P. V. (2003). "Effects of cross anisotropy on three-dimensional behavior of sand. I: Stress-strain behavior and shear banding." J. Eng. Mech., 129(2), 160-166.
-
(2003)
J. Eng. Mech.
, vol.129
, Issue.2
, pp. 160-166
-
-
Abelev, A.V.1
Lade, P.V.2
-
2
-
-
33746775872
-
Inherent anisotropy in a sand
-
Arthur, J. R. F., and Menzies, B. K. (1972). "Inherent anisotropy in a sand." Geotechnique, 22(1), 115-128.
-
(1972)
Geotechnique
, vol.22
, Issue.1
, pp. 115-128
-
-
Arthur, J.R.F.1
Menzies, B.K.2
-
3
-
-
0017473351
-
Plastic deformation and failure of granular media
-
Arthur, J. R. F., Dunstan, T., Al-Ani, Q., and Assadi, A. (1977). "Plastic deformation and failure of granular media." Geotechnique, 27(1), 53-74.
-
(1977)
Geotechnique
, vol.27
, Issue.1
, pp. 53-74
-
-
Arthur, J.R.F.1
Dunstan, T.2
Al-Ani, Q.3
Assadi, A.4
-
4
-
-
0022674149
-
The strength and dilatancy of sands
-
Bolton, M. D. (1986). "The strength and dilatancy of sands." Geotechnique, 36(1), 65-78.
-
(1986)
Geotechnique
, vol.36
, Issue.1
, pp. 65-78
-
-
Bolton, M.D.1
-
5
-
-
0001978509
-
Shear failure of anisotropic materials
-
Casagrande, A., and Carillo, N. (1944). "Shear failure of anisotropic materials." J. Boston Soc. Civ. Eng., 31(4), 74-87.
-
(1944)
J. Boston Soc. Civ. Eng.
, vol.31
, Issue.4
, pp. 74-87
-
-
Casagrande, A.1
Carillo, N.2
-
7
-
-
0242633064
-
Experimental examination of sand anisotropy
-
El-Sohby, M. A., and Andrews, K.Z. (1973). "Experimental examination of sand anisotropy." Proc., 8th Int. Conf. on Soil Mechanics, 1, 103-109.
-
(1973)
Proc., 8th Int. Conf. on Soil Mechanics
, vol.1
, pp. 103-109
-
-
El-Sohby, M.A.1
Andrews, K.Z.2
-
8
-
-
0000130222
-
Systematic packing of spheres with particular relation to porosity and permeability
-
Graton, L. C., and Fraser, H. J. (1935). "Systematic packing of spheres with particular relation to porosity and permeability." J. Geol., 43, 875-909.
-
(1935)
J. Geol.
, vol.43
, pp. 875-909
-
-
Graton, L.C.1
Fraser, H.J.2
-
9
-
-
0002638644
-
Line ruptures regarded as narrow rupture zones - Basic equations based on kinematic considerations
-
Brussels, Belgium
-
Hansen, C. E. B. (1958). "Line ruptures regarded as narrow rupture zones-Basic equations based on kinematic considerations." Proc., Brussels Conf. No. 58 on Earth Pressure Problems, 1, 39-48. Brussels, Belgium.
-
(1958)
Proc., Brussels Conf. No. 58 on Earth Pressure Problems
, vol.1
, pp. 39-48
-
-
Hansen, C.E.B.1
-
10
-
-
0016477434
-
Undrained deformation and liquefaction of sand under cyclic stesses
-
Ishihara, K., Tatsuoka, F., and Yasuda, S. (1975). "Undrained deformation and liquefaction of sand under cyclic stesses." Soils Found., 15(1), 29-44.
-
(1975)
Soils Found.
, vol.15
, Issue.1
, pp. 29-44
-
-
Ishihara, K.1
Tatsuoka, F.2
Yasuda, S.3
-
11
-
-
0026220004
-
Anisotropy of normally consolidated San Francisco bay mud
-
Kirkgard, M. M., and Lade, P. V. (1991). "Anisotropy of normally consolidated San Francisco bay mud." Geotech. Test. J., 14(3), 231-246.
-
(1991)
Geotech. Test. J.
, vol.14
, Issue.3
, pp. 231-246
-
-
Kirkgard, M.M.1
Lade, P.V.2
-
12
-
-
0027789258
-
Anisotropic three-dimensional behavior of a normally consolidated clay
-
Kirkgard, M. M., and Lade, P. V. (1993). "Anisotropic three-dimensional behavior of a normally consolidated clay." Can. Geotech. J., 30, 848-858.
-
(1993)
Can. Geotech. J.
, vol.30
, pp. 848-858
-
-
Kirkgard, M.M.1
Lade, P.V.2
-
13
-
-
0017976911
-
Cubical triaxial apparatus for soil testing
-
Lade, P. V. (1978). "Cubical triaxial apparatus for soil testing." Geotech. Test. J., 1(2), 93-101.
-
(1978)
Geotech. Test. J.
, vol.1
, Issue.2
, pp. 93-101
-
-
Lade, P.V.1
-
14
-
-
0003023636
-
A study of the phase transformation and the characteristic lines of sand behavior
-
A. Asaoka, T. Adachi, and F. Oka, eds., Pergamon, Nagoya, Japan
-
Lade, P. V., and Ibsen, L.B. (1997). "A study of the phase transformation and the characteristic lines of sand behavior." Int. Symp. on Deformation and Progressive Failure in Geomechanics, A. Asaoka, T. Adachi, and F. Oka, eds., Pergamon, Nagoya, Japan, 353-358.
-
(1997)
Int. Symp. on Deformation and Progressive Failure in Geomechanics
, pp. 353-358
-
-
Lade, P.V.1
Ibsen, L.B.2
-
15
-
-
0035419288
-
Analysis of shear banding in true triaxial tests on sand
-
Lade, P. V., and Wang, Q. (2001). "Analysis of shear banding in true triaxial tests on sand." J. Eng. Mech., 128(8), 762-768.
-
(2001)
J. Eng. Mech.
, vol.128
, Issue.8
, pp. 762-768
-
-
Lade, P.V.1
Wang, Q.2
-
16
-
-
0020256118
-
Correlated drained and undrained 3D tests on loose sand
-
Delft. Balkema, Rotterdam
-
Lewin, P. I., Yamada, Y., and Ishihara, K. (1982). "Correlated drained and undrained 3D tests on loose sand." IUTAM Conf. on Deformation and Failure of Granular Materials, Delft. 419-429, Balkema, Rotterdam.
-
(1982)
IUTAM Conf. on Deformation and Failure of Granular Materials
, pp. 419-429
-
-
Lewin, P.I.1
Yamada, Y.2
Ishihara, K.3
-
17
-
-
0019244244
-
Stress-strain aspects of cohesionless soils under cyclic and transient loading
-
Swansea, Balkema, Rotterdam
-
Luong, M. P. (1980). "Stress-strain aspects of cohesionless soils under cyclic and transient loading." Int. Symp. on Soils under Cyclic and Transient Loading, Swansea, 315-324, Balkema, Rotterdam.
-
(1980)
Int. Symp. on Soils Under Cyclic and Transient Loading
, pp. 315-324
-
-
Luong, M.P.1
-
18
-
-
0022082431
-
Comparison of frictional materials models with respect to shear band initiation
-
Molenkamp, F. (1985). "Comparison of frictional materials models with respect to shear band initiation." Geotechnique, 35(2), 127-143.
-
(1985)
Geotechnique
, vol.35
, Issue.2
, pp. 127-143
-
-
Molenkamp, F.1
-
20
-
-
84996360032
-
Initial fabrics and their relations to mechanical properties of granular materials
-
Oda, M. (1972a). "Initial fabrics and their relations to mechanical properties of granular materials." Soils Found., 12(1), 17-36.
-
(1972)
Soils Found.
, vol.12
, Issue.1
, pp. 17-36
-
-
Oda, M.1
-
21
-
-
0002632693
-
The mechanism of fabric changes during compressional deformation of sand
-
Oda, M. (1972b) "The mechanism of fabric changes during compressional deformation of sand." Soils Found., 12(2), 1-18.
-
(1972)
Soils Found.
, vol.12
, Issue.2
, pp. 1-18
-
-
Oda, M.1
-
22
-
-
0002632695
-
Deformation mechanism of sand in triaxial compression tests
-
Oda, M. (1972c). "Deformation mechanism of sand in triaxial compression tests." Soils Found., 12(4), 45-63.
-
(1972)
Soils Found.
, vol.12
, Issue.4
, pp. 45-63
-
-
Oda, M.1
-
23
-
-
0022129997
-
Stress-induced anisotropy in granular masses
-
Oda, M., Nemat-Nasser, M., and Merhrabadi, M. M. (1985). "Stress-induced anisotropy in granular masses." Solis Found., 25(3), 85-97.
-
(1985)
Solis Found.
, vol.25
, Issue.3
, pp. 85-97
-
-
Oda, M.1
Nemat-Nasser, M.2
Merhrabadi, M.M.3
-
24
-
-
0002452279
-
Void ratio in shear band of dense granular soils
-
IS-Nagoya, Japan, A. Asaoka, T. Adachi, and F. Oka, eds., Pergamon, New York
-
Oda, M., Tatsuoka, F., and Yoshida, T. (1997). "Void ratio in shear band of dense granular soils." Deformation and progressive failure in geomechanics, IS-Nagoya, Japan, A. Asaoka, T. Adachi, and F. Oka, eds., Pergamon, New York.
-
(1997)
Deformation and Progressive Failure in Geomechanics
-
-
Oda, M.1
Tatsuoka, F.2
Yoshida, T.3
-
25
-
-
0242717420
-
Discussion on deformation of sand in shear
-
Parkin, A. K., Gerrard, C. M., and Willougby, D.R. (1968). "Discussion on deformation of sand in shear." J. Soil Mech. Found. Div., 94, 336-340.
-
(1968)
J. Soil Mech. Found. Div.
, vol.94
, pp. 336-340
-
-
Parkin, A.K.1
Gerrard, C.M.2
Willougby, D.R.3
-
26
-
-
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., 5th, Ser. 20(2), 469-481.
-
(1885)
Philos. Mag., 5th, Ser.
, vol.20
, Issue.2
, pp. 469-481
-
-
Reynolds, O.1
-
27
-
-
85024152173
-
The influence of strains in soil mechanics
-
Roscoe, K. H. (1970). "The influence of strains in soil mechanics." Geotechnique, 20(2), 129.
-
(1970)
Geotechnique
, vol.20
, Issue.2
, pp. 129
-
-
Roscoe, K.H.1
-
28
-
-
0029667952
-
Angles of friction and dilatancy of sand
-
Schanz, T., and Vermeer, P. A. (1996). "Angles of friction and dilatancy of sand." Geotechnique, 46(1), 145-151.
-
(1996)
Geotechnique
, vol.46
, Issue.1
, pp. 145-151
-
-
Schanz, T.1
Vermeer, P.A.2
-
29
-
-
0003480661
-
-
McGraw Hill, London, U.K
-
Schofield, A. N., and Wroth, C. P. (1968). Critical state soil mechanics, McGraw Hill, London, U.K.
-
(1968)
Critical State Soil Mechanics
-
-
Schofield, A.N.1
Wroth, C.P.2
-
30
-
-
0025404101
-
Strength anisotropy and shear band direction in plane strain tests on sand
-
Tatsukoa F., Nakamura, T., Huang, C., and Tani, K. (1990). "Strength anisotropy and shear band direction in plane strain tests on sand." Soils Found., 30(1), 35-54.
-
(1990)
Soils Found.
, vol.30
, Issue.1
, pp. 35-54
-
-
Tatsukoa, F.1
Nakamura, T.2
Huang, C.3
Tani, K.4
-
31
-
-
0018923586
-
Shear band inclination and shear modulus of sand in biaxial tests
-
Vardoulakis, I. (1980). "Shear band inclination and shear modulus of sand in biaxial tests." Int. J. Numer. Analyt. Meth. Geomech., 4, 103-119.
-
(1980)
Int. J. Numer. Analyt. Meth. Geomech.
, vol.4
, pp. 103-119
-
-
Vardoulakis, I.1
-
32
-
-
17944389902
-
-
Chapman and Hall, Glasgow, U.K
-
Vardoulakis, I., and Sulem, J. (1995). Bifurcation analysis in geomechanics, Chapman and Hall, Glasgow, U.K.
-
(1995)
Bifurcation Analysis in Geomechanics
-
-
Vardoulakis, I.1
Sulem, J.2
-
33
-
-
0021634377
-
Non-associated plasticity for soils, concrete and rock
-
Vermeer, P.A., and de Borst, R. (1984). "Non-associated plasticity for soils, concrete and rock." Heron, 29(3), 1-64.
-
(1984)
Heron
, vol.29
, Issue.3
, pp. 1-64
-
-
Vermeer, P.A.1
de Borst, R.2
-
34
-
-
0035419274
-
Shear banding in true triaxial tests and its effect on failure in sand
-
Wang, Q., and Lade, P. V. (2001). "Shear banding in true triaxial tests and its effect on failure in sand." J. Eng. Mech., 128(8), 754-761.
-
(2001)
J. Eng. Mech.
, vol.128
, Issue.8
, pp. 754-761
-
-
Wang, Q.1
Lade, P.V.2
-
35
-
-
0242548321
-
Zur struktur königer medien
-
in German
-
Weindieck, K. (1967). "Zur struktur königer medien." Bautechnik, 6, 196-199 (in German).
-
(1967)
Bautechnik
, vol.6
, pp. 196-199
-
-
Weindieck, K.1
-
36
-
-
0022227198
-
Induced and inherent anisotropy in sand
-
Wong, R. K. S., and Arthur, J. R. F. (1985). "Induced and inherent anisotropy in sand." Geotechnique, 35(4), 471-481.
-
(1985)
Geotechnique
, vol.35
, Issue.4
, pp. 471-481
-
-
Wong, R.K.S.1
Arthur, J.R.F.2
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