-
1
-
-
0022082462
-
A state parameter for sands
-
Been, K., and Jefferies, M. G. (1985). "A state parameter for sands." Geotechnique, 35(2), 99-112.
-
(1985)
Geotechnique
, vol.35
, Issue.2
, pp. 99-112
-
-
Been, K.1
Jefferies, M.G.2
-
2
-
-
0022785339
-
Bounding surface plasticity. I: Mathematical foundation and hypoplasticity
-
Dafalias, Y. F. (1986). "Bounding surface plasticity. I: Mathematical foundation and hypoplasticity." J. Eng. Mech., 112(9), 966-987.
-
(1986)
J. Eng. Mech.
, vol.112
, Issue.9
, pp. 966-987
-
-
Dafalias, Y.F.1
-
3
-
-
0016429001
-
A model of nonlinearly hardening materials for complex loadings
-
Dafalias, Y. F., and Popov, E. P. (1975). "A model of nonlinearly hardening materials for complex loadings." Acta Mech., 21, 173-192.
-
(1975)
Acta Mech.
, vol.21
, pp. 173-192
-
-
Dafalias, Y.F.1
Popov, E.P.2
-
4
-
-
2942517995
-
Liquefaction constitutive model
-
P. Lade, ed., Balkema, Rotterdam, The Netherlands
-
Elgamal, A.-W., Parra, E., Yang, Z., Dobry, R., and Zeghal, M. (1998). "Liquefaction constitutive model." Proc., Int. Workshop on the Physics and Mechanics of Soil Liquefaction, P. Lade, ed., Balkema, Rotterdam, The Netherlands.
-
(1998)
Proc., Int. Workshop on the Physics and Mechanics of Soil Liquefaction
-
-
Elgamal, A.-W.1
Parra, E.2
Yang, Z.3
Dobry, R.4
Zeghal, M.5
-
5
-
-
0016477434
-
Undrained deformation and liquefaction of sand under cyclic stresses
-
Ishihara, K., Tatsuoka, F., and Yasuda, S. (1975). "Undrained deformation and liquefaction of sand under cyclic stresses." 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
-
6
-
-
0034253834
-
Dilatancy for cohesionless soils
-
Li, X. S., and Dafalias, Y. F. (2000). "Dilatancy for cohesionless soils." Geotechnique, 50(4), 449-460.
-
(2000)
Geotechnique
, vol.50
, Issue.4
, pp. 449-460
-
-
Li, X.S.1
Dafalias, Y.F.2
-
7
-
-
0032417254
-
Linear representation of steady-state line for sand
-
Li, X. S., and Wang, Y. (1998). "Linear representation of steady-state line for sand." J. Geotech. Geoenviron. Eng., 124(12), 1215-1217.
-
(1998)
J. Geotech. Geoenviron. Eng.
, vol.124
, Issue.12
, pp. 1215-1217
-
-
Li, X.S.1
Wang, Y.2
-
8
-
-
0033237201
-
State-dependent dilatancy in critical-state constitutive modeling of sand
-
Li, X. S., Dafalias, Y. F., and Wang, Z. L. (1999). "State-dependent dilatancy in critical-state constitutive modeling of sand." Can. Geotech. J. 36, 599-611.
-
(1999)
Can. Geotech. J.
, vol.36
, pp. 599-611
-
-
Li, X.S.1
Dafalias, Y.F.2
Wang, Z.L.3
-
9
-
-
0031171020
-
A two-surface critical plasticity model for sand
-
Manzari, M. T., and Dafalias, Y. F. (1997). "A two-surface critical plasticity model for sand." Geotechnique, 47(2), 255-272.
-
(1997)
Geotechnique
, vol.47
, Issue.2
, pp. 255-272
-
-
Manzari, M.T.1
Dafalias, Y.F.2
-
10
-
-
0019057090
-
On behavior of granular material in simple shear
-
Nemat-Nasser, S. (1980). "On behavior of granular material in simple shear." Soils Found., 20(3), 59-73.
-
(1980)
Soils Found.
, vol.20
, Issue.3
, pp. 59-73
-
-
Nemat-Nasser, S.1
-
11
-
-
0020019193
-
Influence of fabric on liquefaction and densification potential of cohesionless sand
-
Nemat-Nasser, S., and Tobita, Y. (1982). "Influence of fabric on liquefaction and densification potential of cohesionless sand." Mech. Mater., 1, 43-62.
-
(1982)
Mech. Mater.
, vol.1
, pp. 43-62
-
-
Nemat-Nasser, S.1
Tobita, Y.2
-
12
-
-
0035504993
-
Plasticity model for sand under small and large cyclic strains
-
Papadimitriou, A. G., Bouckovalas, G. D., and Dafalias, Y. F. (2001). "Plasticity model for sand under small and large cyclic strains." J. Geotech. Geoenviron. Eng., 127(11), 973-983.
-
(2001)
J. Geotech. Geoenviron. Eng.
, vol.127
, Issue.11
, pp. 973-983
-
-
Papadimitriou, A.G.1
Bouckovalas, G.D.2
Dafalias, Y.F.3
-
13
-
-
0033212776
-
Formulation of a unified constitutive model for clays and sands
-
Pestana, J. M., and Whittle, A. J. (1999). "Formulation of a unified constitutive model for clays and sands." Int. J. Numer. Analyt. Meth. Geomech., 23(12), 1215-1243.
-
(1999)
Int. J. Numer. Analyt. Meth. Geomech.
, vol.23
, Issue.12
, pp. 1215-1243
-
-
Pestana, J.M.1
Whittle, A.J.2
-
14
-
-
0004164132
-
Vibration of soils and foundations
-
Prentice-Hall, Englewood Cliffs, N.J
-
Richart, F. E., Jr., Hall, J. R., and Woods, R. D. (1970). "Vibration of soils and foundations." International series in theoretical and applied mechanics. Prentice-Hall, Englewood Cliffs, N.J.
-
(1970)
International Series in Theoretical and Applied Mechanics
-
-
Richart Jr., F.E.1
Hall, J.R.2
Woods, R.D.3
-
15
-
-
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
-
17
-
-
0001786175
-
The steady state of sandy soils
-
Verdugo, R., and Ishihara, K. (1996). "The steady state of sandy soils." Soils Found., 36(2), 81-92.
-
(1996)
Soils Found.
, vol.36
, Issue.2
, pp. 81-92
-
-
Verdugo, R.1
Ishihara, K.2
-
18
-
-
0025431435
-
Bounding surface hypoplasticity model for sand
-
Wang, Z. L., Dafalias, Y. F., and Shen, C. K. (1990). "Bounding surface hypoplasticity model for sand." J. Eng. Mech., 116(5), 983-1001.
-
(1990)
J. Eng. Mech.
, vol.116
, Issue.5
, pp. 983-1001
-
-
Wang, Z.L.1
Dafalias, Y.F.2
Shen, C.K.3
-
19
-
-
0036606489
-
State pressure index for modeling sand behavior
-
Wang, Z. L., Dafalias, Y. F., Li, X. S., and Makdisi, F. I. (2002). "State pressure index for modeling sand behavior." J. Geotech. Geoenviron. Eng., 128(6), S11-S19.
-
(2002)
J. Geotech. Geoenviron. Eng.
, vol.128
, Issue.6
-
-
Wang, Z.L.1
Dafalias, Y.F.2
Li, X.S.3
Makdisi, F.I.4
-
21
-
-
0028669261
-
Strain softening and state parameter for sand modeling
-
Wood, D. M., Belkheir, K., and Liu, D. F. (1994). "Strain softening and state parameter for sand modeling." Geotechnique, 44(2), 335-339.
-
(1994)
Geotechnique
, vol.44
, Issue.2
, pp. 335-339
-
-
Wood, D.M.1
Belkheir, K.2
Liu, D.F.3
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