-
1
-
-
0024089305
-
Undrained monotonic and cyclic strength of sands
-
ASCE
-
Alarcon-Guzman, A., Leonards, G. A. and Chameau J. L. (1988): "Undrained monotonic and cyclic strength of sands," J. of Geotech. Engrg., ASCE, Vol. 114, No. 10, pp. 1089-1109.
-
(1988)
J. of Geotech. Engrg.
, vol.114
, Issue.10
, pp. 1089-1109
-
-
Alarcon-Guzman, A.1
Leonards, G.A.2
Chameau, J.L.3
-
2
-
-
0022082462
-
A state parameter for sands
-
Been, K. and Jefferies, M. G. (1985): "A state parameter for sands," Géotechnique, Vol. 35, No. 2, pp. 99-112.
-
(1985)
Géotechnique
, vol.35
, Issue.2
, pp. 99-112
-
-
Been, K.1
Jefferies, M.G.2
-
3
-
-
0028400250
-
Undrained cyclic and monotonic triaxial behaviour of saturated loose sand
-
Hyodo, M., Tanimizu, H., Yasufuku, N. and Murata, H. (1994): "Undrained cyclic and monotonic triaxial behaviour of saturated loose sand," Soils and Foundations, Vol. 34, No. 1, pp. 19-32.
-
(1994)
Soils and Foundations
, vol.34
, Issue.1
, pp. 19-32
-
-
Hyodo, M.1
Tanimizu, H.2
Yasufuku, N.3
Murata, H.4
-
4
-
-
0016477434
-
Undrained defor-mation and liquefaction of sand under cyclic stresses
-
Ishihara, K., Tatsuoka, F. and Yasua, S. (1975): "Undrained defor-mation and liquefaction of sand under cyclic stresses," Soils and Foundations, Vol. 15, No. 1, pp. 29-44.
-
(1975)
Soils and Foundations
, vol.15
, Issue.1
, pp. 29-44
-
-
Ishihara, K.1
Tatsuoka, F.2
Yasua, S.3
-
5
-
-
0027802377
-
Liquefaction and flow failure during earthquakes
-
Ishihara, K. (1993): "Liquefaction and flow failure during earthquakes," Géotechnique, Vol. 43, No. 3, pp. 351-415.
-
(1993)
Géotechnique
, vol.43
, Issue.3
, pp. 351-415
-
-
Ishihara, K.1
-
6
-
-
84866950417
-
Standard penetration test procedures and the effects in sands of overburden pressure, relative density, particle size, aging and overconsolidation
-
Skempton, A. W. (1986): "Standard penetration test procedures and the effects in sands of overburden pressure, relative density, particle size, aging and overconsolidation," Géotechnique, Vol. 36, No. 3, pp. 425-447.
-
(1986)
Géotechnique
, vol.36
, Issue.3
, pp. 425-447
-
-
Skempton, A.W.1
-
7
-
-
0015128601
-
Simplified procedure for evaluating soil liquefaction potential
-
ASCE
-
Seed, H. B. and Idriss, I. M. (1971): "Simplified procedure for evaluating soil liquefaction potential," J. of the Soil Mechanics and Foundation Division, ASCE, Vol. 97, No. SM9, pp. 1249-1273.
-
(1971)
J. of the Soil Mechanics and Foundation Division
, vol.97
, Issue.SM9
, pp. 1249-1273
-
-
Seed, H.B.1
Idriss, I.M.2
-
8
-
-
0023577353
-
A bounding surface for granular material
-
Shibuya, S. and Hight, D. W. (1987): "A bounding surface for granular material," Soils and Foundations, Vol. 27, No. 4, pp. 123-136.
-
(1987)
Soils and Foundations
, vol.27
, Issue.4
, pp. 123-136
-
-
Shibuya, S.1
Hight, D.W.2
-
9
-
-
0022265334
-
The liquefaction of sands, a collapse surface approach
-
Sladen, J. A., D'Hollander, R. D. and Krahn, J. (1985): "The liquefaction of sands, a collapse surface approach," Can. Geotech. J., Vol. 22, No. 1, pp. 11-27.
-
(1985)
Can. Geotech. J.
, vol.22
, Issue.1
, pp. 11-27
-
-
Sladen, J.A.1
D'Hollander, R.D.2
Krahn, J.3
-
12
-
-
0001786175
-
The steady state of sandy soils
-
Verdugo, R. and Ishihara, K. (1996): "The steady state of sandy soils," Soils and Foundations, Vol. 36, No. 2, pp. 81-92.
-
(1996)
Soils and Foundations
, vol.36
, Issue.2
, pp. 81-92
-
-
Verdugo, R.1
Ishihara, K.2
-
13
-
-
33745929642
-
Effects of principal stress direction and intermediate principal stress on undrained shear behavior of sand
-
Yoshimine, M., Ishihara, K. and Vargas, W. (1998): "Effects of principal stress direction and intermediate principal stress on undrained shear behavior of sand," Soils and Foundations, Vol. 38, No. 3, pp. 179-188.
-
(1998)
Soils and Foundations
, vol.38
, Issue.3
, pp. 179-188
-
-
Yoshimine, M.1
Ishihara, K.2
Vargas, W.3
|