-
1
-
-
0037328979
-
Effects of cross-anisotropy on three-dimensional behavior of sand. Part I: Stress-strain behavior and shear banding
-
Abelev, A. V. and Lade, P. V. (2003a): Effects of cross-anisotropy on three-dimensional behavior of sand. Part I: stress-strain behavior and shear banding, J. Engrg. Mech., ASCE, 129 (2), 160-166.
-
(2003)
J. Engrg. Mech., ASCE
, vol.129
, Issue.2
, pp. 160-166
-
-
Abelev, A.V.1
Lade, P.V.2
-
2
-
-
2342523982
-
Characterization of failure in cross-anisotropic soils
-
Abelev, A. V. and Lade, P. V. (2003b): Characterization of failure in cross-anisotropic soils, J. Engrg. Mech., ASCE, 130 (5), 599-606.
-
(2003)
J. Engrg. Mech., ASCE
, vol.130
, Issue.5
, pp. 599-606
-
-
Abelev, A.V.1
Lade, P.V.2
-
3
-
-
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
-
4
-
-
0024920802
-
Small is beautiful-The stiffness of soils at small strains
-
Burland, J. B. (1989): Small is beautiful-The stiffness of soils at small strains, Can. Geotech. J., 26, 499-516.
-
(1989)
Can. Geotech. J
, vol.26
, pp. 499-516
-
-
Burland, J.B.1
-
5
-
-
0242633064
-
Experimental examination of sand anisotropy
-
El-Sohby, M. A. and Andrawes, K. Z. (1973): Experimental examination of sand anisotropy, Proc. 8th ICSMFE, 1, 103-109.
-
(1973)
Proc. 8th ICSMFE
, vol.1
, pp. 103-109
-
-
El-Sohby, M.A.1
Andrawes, K.Z.2
-
6
-
-
0015573106
-
The membrane penetration effect in triaxial testing of granular soils
-
Frydman, S., Zeitlen, J. G. and Alpan, I. (1973): The membrane penetration effect in triaxial testing of granular soils, J. Testing and Evaluation, JTEVA, 1 (1), 37-41.
-
(1973)
J. Testing and Evaluation, JTEVA
, vol.1
, Issue.1
, pp. 37-41
-
-
Frydman, S.1
Zeitlen, J.G.2
Alpan, I.3
-
7
-
-
0003831751
-
-
Ellis Horwood Limited, Chichester, England
-
Gasson, P. C. (1983): Geometry of Spatial Forms, Ellis Horwood Limited, Chichester, England.
-
(1983)
Geometry of Spatial Forms
-
-
Gasson, P.C.1
-
8
-
-
0000794866
-
Closure to 'Vibration modulus of normally consolidated clay,'
-
Hardin, B. O. and Black, W. L. (1969); Closure to 'Vibration modulus of normally consolidated clay,' J. SMFD, ASCE, 95, 1531-1537.
-
(1969)
J. SMFD, ASCE
, vol.95
, pp. 1531-1537
-
-
Hardin, B.O.1
Black, W.L.2
-
9
-
-
0000579666
-
Soil compressibility as determined by oedometer and triaxial tests
-
Wiesbaden
-
Janbu, N. (1963): Soil compressibility as determined by oedometer and triaxial tests, Proc. European Conf. SMFE, Wiesbaden, 1, 19-25.
-
(1963)
Proc. European Conf. SMFE
, vol.1
, pp. 19-25
-
-
Janbu, N.1
-
10
-
-
0024130880
-
-
Kim, M. K. and Lade, P. V. (1988): Single hardening constitutive model for frictional materials, I. Plastic potential function, Computers and Geotechnics, Elsevier, 5 (4), 307-324.
-
Kim, M. K. and Lade, P. V. (1988): Single hardening constitutive model for frictional materials, I. Plastic potential function, Computers and Geotechnics, Elsevier, 5 (4), 307-324.
-
-
-
-
12
-
-
0017722509
-
Elasto-plastic stress-strain theory for cohesionless soil with curved yield surfaces
-
Lade, P. V. (1977): Elasto-plastic stress-strain theory for cohesionless soil with curved yield surfaces, Int. J. Solids and Structures, 13, 1019-1035.
-
(1977)
Int. J. Solids and Structures
, vol.13
, pp. 1019-1035
-
-
Lade, P.V.1
-
13
-
-
0037326115
-
Effects of cross-anisotropy on three-dimensional behavior of sand. Part II: Volume change behavior and failure
-
Lade, P. V. and Abelev, A. V. (2003): Effects of cross-anisotropy on three-dimensional behavior of sand. Part II: volume change behavior and failure, J. Engrg. Mech., ASCE, 129, (2), 167-174.
-
(2003)
J. Engrg. Mech., ASCE
, vol.129
, Issue.2
, pp. 167-174
-
-
Lade, P.V.1
Abelev, A.V.2
-
14
-
-
0024144298
-
Yield criterion and plastic work contours
-
Single hardening constitutive model for frictional materials, II, Elsevier
-
Lade, P. V. and Kim, M. K. (1988a): Single hardening constitutive model for frictional materials, II. Yield criterion and plastic work contours, Computers and Geotechnics, Elsevier, 6 (1), 13-29.
-
(1988)
Computers and Geotechnics
, vol.6
, Issue.1
, pp. 13-29
-
-
Lade, P.V.1
Kim, M.K.2
-
15
-
-
0024135673
-
Comparisons with experimental data
-
Single hardening constitutive model for frictional materials, III, Elsevier
-
Lade, P. V. and Kim, M. K. (1988b): Single hardening constitutive model for frictional materials, III. Comparisons with experimental data, Computers and Geotechnics, Elsevier, 6 (1), 31-47.
-
(1988)
Computers and Geotechnics
, vol.6
, Issue.1
, pp. 31-47
-
-
Lade, P.V.1
Kim, M.K.2
-
16
-
-
0023522975
-
Modeling the elastic behavior of granular materials
-
Wiley
-
Lade, P. V. and Nelson, R. B. (1987): Modeling the elastic behavior of granular materials, Int. J. Numerical and Analytical Methods in Geomechanics, Wiley, 11, 1987, 521-542.
-
(1987)
Int. J. Numerical and Analytical Methods in Geomechanics
, vol.11
, pp. 521-542
-
-
Lade, P.V.1
Nelson, R.B.2
-
17
-
-
55049097735
-
-
Lade, P. V. and Wasif, U. (1988): Effects of height-to-diameter ratio in triaxial specimens on the behavior of cross-anisotropic sand, Advanced Triaxial Testing of Soil and Rock, ASTM STP 977 (eds. by Donaghe, R. T., Chaney, R. C. and Silver, M. L.), American Society for Testing and Materials, Philadelphia, 706-714.
-
Lade, P. V. and Wasif, U. (1988): Effects of height-to-diameter ratio in triaxial specimens on the behavior of cross-anisotropic sand, Advanced Triaxial Testing of Soil and Rock, ASTM STP 977 (eds. by Donaghe, R. T., Chaney, R. C. and Silver, M. L.), American Society for Testing and Materials, Philadelphia, 706-714.
-
-
-
-
18
-
-
0020256118
-
Correlated drained and undrained 3D tests on loose sand
-
Delft
-
Lewin, P. I., Yamada, Y. and Ishihara, K. (1982): Correlated drained and undrained 3D tests on loose sand, IUTAM Conference on Deformation and Failure of Granular Materials, Delft, 419-429.
-
(1982)
IUTAM Conference on Deformation and Failure of Granular Materials
, pp. 419-429
-
-
Lewin, P.I.1
Yamada, Y.2
Ishihara, K.3
-
19
-
-
0017459283
-
Effects of sample preparation on sand liquefaction
-
Mulilis, J. P., Seed, H. B., Chan, C. K., Mitchell, J. K. and Arulanandan, K. (1977): Effects of sample preparation on sand liquefaction, J. Geotech. Engrg. Div., ASCE, 103 (GT2), 91-108.
-
(1977)
J. Geotech. Engrg. Div., ASCE
, vol.103
, Issue.GT2
, pp. 91-108
-
-
Mulilis, J.P.1
Seed, H.B.2
Chan, C.K.3
Mitchell, J.K.4
Arulanandan, K.5
-
20
-
-
0020975039
-
Three-dimensional behavior of sand with anisotropic fabric
-
Ochiai, H. and Lade, P. V. (1983): Three-dimensional behavior of sand with anisotropic fabric, J. Geotech. Engrg., ASCE, 109 (10), 1313-1328.
-
(1983)
J. Geotech. Engrg., ASCE
, vol.109
, Issue.10
, pp. 1313-1328
-
-
Ochiai, H.1
Lade, P.V.2
-
21
-
-
84996360032
-
Initial fabrics and their relations to mechanical properties of granular material
-
Oda, M. (1972a): Initial fabrics and their relations to mechanical properties of granular material, Soils and Foundations, 12 (1), 17-36.
-
(1972)
Soils and Foundations
, vol.12
, Issue.1
, pp. 17-36
-
-
Oda, M.1
-
22
-
-
0002632695
-
Deformation mechanism of sand in triaxial compression tests
-
Oda, M. (1972b): Deformation mechanism of sand in triaxial compression tests, Soils and Foundations, 12 (4), 45-63.
-
(1972)
Soils and Foundations
, vol.12
, Issue.4
, pp. 45-63
-
-
Oda, M.1
-
23
-
-
0002632693
-
The mechanism of fabric changes during compressional deformation of sand
-
Oda, M. (1972c): The mechanism of fabric changes during compressional deformation of sand, Soils and Foundations, 12 (2), 1-18.
-
(1972)
Soils and Foundations
, vol.12
, Issue.2
, pp. 1-18
-
-
Oda, M.1
-
24
-
-
0002994239
-
Experimental study of anisotropic shear strength of sand by plane strain test
-
Oda, M., Koishikawa, I. and Higuchi, T. (1978): Experimental study of anisotropic shear strength of sand by plane strain test, Soils and Foundations, 18 (1), 25-38.
-
(1978)
Soils and Foundations
, vol.18
, Issue.1
, pp. 25-38
-
-
Oda, M.1
Koishikawa, I.2
Higuchi, T.3
-
25
-
-
0242717420
-
Discussion on deformation of sand in shear
-
Parkin, A. K., Gerrard, C. M. and Willoughby, D. R. (1968): Discussion on deformation of sand in shear, J. SMFD, ASCE, 94 (SM1), 336-340.
-
(1968)
J. SMFD, ASCE
, vol.94
, Issue.SM1
, pp. 336-340
-
-
Parkin, A.K.1
Gerrard, C.M.2
Willoughby, D.R.3
-
26
-
-
0242548321
-
Zur Struktur Königer Medien
-
Weindieck, K. (1967): Zur Struktur Königer Medien, Bautechnik, 6, 196-199.
-
(1967)
Bautechnik
, vol.6
, pp. 196-199
-
-
Weindieck, K.1
-
27
-
-
0030418373
-
One-dimensional compression of sands at high pressures
-
Yamamuro, J. A., Bopp, P. A. and Lade, P. V. (1996): One-dimensional compression of sands at high pressures, J. Geotech. Engrg., ASCE, 122 (2), 147-154.
-
(1996)
J. Geotech. Engrg., ASCE
, vol.122
, Issue.2
, pp. 147-154
-
-
Yamamuro, J.A.1
Bopp, P.A.2
Lade, P.V.3
-
28
-
-
0027675686
-
General stress-dependent elastic moduli for cross-anisotropic soils
-
Yu, S. and Dakoulas, P. (1993): General stress-dependent elastic moduli for cross-anisotropic soils, J. Geotech. Engrg., ASCE, 119 (10), 1568-1586.
-
(1993)
J. Geotech. Engrg., ASCE
, vol.119
, Issue.10
, pp. 1568-1586
-
-
Yu, S.1
Dakoulas, P.2
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