-
1
-
-
0028667429
-
Procedures for elastoplastic liquefaction modeling of sands
-
Anandarajah, A. (1994a). "Procedures for elastoplastic liquefaction modeling of sands." J. Eng. Mech., 120(7), 1563-1587.
-
(1994)
J. Eng. Mech.
, vol.120
, Issue.7
, pp. 1563-1587
-
-
Anandarajah, A.1
-
2
-
-
0028514746
-
A granular material model based on associated flow rule applied to monotonic loading behavior
-
Anandarajah, A. (1994b). "A granular material model based on associated flow rule applied to monotonic loading behavior." Soils Found., 34(3), 81-98.
-
(1994)
Soils Found.
, vol.34
, Issue.3
, pp. 81-98
-
-
Anandarajah, A.1
-
3
-
-
0001095687
-
Double sliding model for cyclic deformation of granular materials, including dilatancy effects
-
Balendran, B., and Nemat-Nasser, S. (1993). "Double sliding model for cyclic deformation of granular materials, including dilatancy effects." J. Mech. Phys. Solids, 41(3), 573-612.
-
(1993)
J. Mech. Phys. Solids
, vol.41
, Issue.3
, pp. 573-612
-
-
Balendran, B.1
Nemat-Nasser, S.2
-
4
-
-
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
-
5
-
-
85009347720
-
Discussion on A. D. M. Penman (1953)
-
Bishop, A. W. (1954). "Discussion on A. D. M. Penman (1953)." Geotechnique, 4(1), 43.
-
(1954)
Geotechnique
, vol.4
, Issue.1
, pp. 43
-
-
Bishop, A.W.1
-
8
-
-
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
-
9
-
-
85011992751
-
The double sliding, free rotating model for granular assemblies
-
De Josselin de Jong, G. (1971). "The double sliding, free rotating model for granular assemblies." Geotechnique, 21(2), 155-163.
-
(1971)
Geotechnique
, vol.21
, Issue.2
, pp. 155-163
-
-
De Josselin de Jong, G.1
-
10
-
-
0017634364
-
Mathematical elaboration of the double sliding, free rotating model
-
De Josselin de Jong, G. (1977). "Mathematical elaboration of the double sliding, free rotating model." Arch. Mech., 29(4), 561-591.
-
(1977)
Arch. Mech.
, vol.29
, Issue.4
, pp. 561-591
-
-
De Josselin de Jong, G.1
-
11
-
-
3342886525
-
Sols pulverulents sous chargement cyclique ingenieurs anciens eleves de l'ecole nationale des ponts et chausses
-
Habib, P., and Luong, M. P. (1978). "Sols pulverulents sous chargement cyclique ingenieurs anciens eleves de l'ecole nationale des ponts et chausses." Palaiseau, 28-29, 49-79.
-
(1978)
Palaiseau
, vol.28-29
, pp. 49-79
-
-
Habib, P.1
Luong, M.P.2
-
12
-
-
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
-
13
-
-
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
-
14
-
-
0342457823
-
Sur les lignes de glissement et le calcul des deplacements dans la deformation plastique
-
Mandel, J. (1947). "Sur les lignes de glissement et le calcul des deplacements dans la deformation plastique." C. R. Hebd. Seances Acad. Sci., 225, 1272-1273.
-
(1947)
C. R. Hebd. Seances Acad. Sci.
, vol.225
, pp. 1272-1273
-
-
Mandel, J.1
-
15
-
-
0031171020
-
A critical state two surface plasticity model for sands
-
Manzari, M. T., and Dafalias, Y. F. (1997). "A critical state two surface plasticity model for sands." Geotechnique, 47(2), 255-272.
-
(1997)
Geotechnique
, vol.47
, Issue.2
, pp. 255-272
-
-
Manzari, M.T.1
Dafalias, Y.F.2
-
16
-
-
0002387228
-
Stress-strain relationship of sands based on the mobilized plane
-
Matsuoka, H. (1974). "Stress-strain relationship of sands based on the mobilized plane." Soils Found., 14(2), 45-61.
-
(1974)
Soils Found.
, vol.14
, Issue.2
, pp. 45-61
-
-
Matsuoka, H.1
-
17
-
-
0019057090
-
On the behavior of granular materials in simple shear
-
Nemat-Nasser, S. (1980). "On the behavior of granular materials in simple shear." Soils Found., 20(3), 59.
-
(1980)
Soils Found.
, vol.20
, Issue.3
, pp. 59
-
-
Nemat-Nasser, S.1
-
18
-
-
84930121207
-
Volume change in drained triaxial tests on granular materials
-
Newland, P. L., and Alley, B. H. (1957). "Volume change in drained triaxial tests on granular materials." Geotechnique, 7(1), 17.
-
(1957)
Geotechnique
, vol.7
, Issue.1
, pp. 17
-
-
Newland, P.L.1
Alley, B.H.2
-
19
-
-
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.
, vol.3
, pp. 255-278
-
-
Nova, R.1
Wood, D.M.2
-
20
-
-
0001398178
-
Yielding and flow of sand in triaxial compression
-
Poorooshasb, H. B., Holubec, I., and Sherbourne, A. N. (1967). "Yielding and flow of sand in triaxial compression." Can. Geotech. J., 3(5), 179-190.
-
(1967)
Can. Geotech. J.
, vol.3
, Issue.5
, pp. 179-190
-
-
Poorooshasb, H.B.1
Holubec, I.2
Sherbourne, A.N.3
-
21
-
-
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., 20(5), 469-481.
-
(1885)
Philos. Mag.
, vol.20
, Issue.5
, pp. 469-481
-
-
Reynolds, O.1
-
22
-
-
84862766507
-
On the yielding of soils
-
Roscoe, K. H., Schofield, A. N., and Wroth, C. P. (1958). "On the yielding of soils." Geotechnique, 8(1), 22-53.
-
(1958)
Geotechnique
, vol.8
, Issue.1
, pp. 22-53
-
-
Roscoe, K.H.1
Schofield, A.N.2
Wroth, C.P.3
-
23
-
-
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
-
25
-
-
6144230993
-
Measurement of shear strength of soils
-
discussion by A. W. Bishop
-
Skempton, A. W., and Bishop, A. W. (1950). "Measurement of shear strength of soils." discussion by A. W. Bishop, Geotechnique, 2(2), 113.
-
(1950)
Geotechnique
, vol.2
, Issue.2
, pp. 113
-
-
Skempton, A.W.1
Bishop, A.W.2
-
28
-
-
0001786175
-
The steady state of sandy soils
-
Verdugo, R., and Ishihara, K. (1996). "The steady state of sandy soils." Soils Found., 36(2), 81-91.
-
(1996)
Soils Found.
, vol.36
, Issue.2
, pp. 81-91
-
-
Verdugo, R.1
Ishihara, K.2
-
29
-
-
0031597035
-
A simple constitutive model for granular soils: Modified stress-dilatancy approach
-
Wan, R. G., and Guo, R. G. (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, R.G.2
|