-
1
-
-
0347016479
-
Standard test method for consolidated undrained triaxial compression tests on cohesive soils
-
Philadelphia: ASTM
-
ASTM D 4767-88. 1991. Standard test method for consolidated undrained triaxial compression tests on cohesive soils. Soil & rock. ASTM annual book of standards, vol. 04.08; D4767, (1994). Philadelphia: ASTM, 882-892.
-
(1991)
Soil & Rock. ASTM Annual Book of Standards, Vol. 04.08; D4767, (1994)
, pp. 882-892
-
-
-
2
-
-
0001408790
-
Effect of aging on the shear strength properties of a normally consolidated clay
-
Bjerrum, L., and K. Y. Lo. 1963. Effect of aging on the shear strength properties of a normally consolidated clay. Geotechnique xiii:147-157.
-
(1963)
Geotechnique
, vol.13
, pp. 147-157
-
-
Bjerrum, L.1
Lo, K.Y.2
-
5
-
-
0020141994
-
Determination of in-situ undrained strength of soft clay deposits
-
Hanzawa, H., and T. Kishida. 1982. Determination of in-situ undrained strength of soft clay deposits. Soils & Foundations 22(2):1-14.
-
(1982)
Soils & Foundations
, vol.22
, Issue.2
, pp. 1-14
-
-
Hanzawa, H.1
Kishida, T.2
-
6
-
-
0024682649
-
Evaluation of design parameters for soft clays as related to geological stress history
-
Hanzawa, Hideo. 1989. Evaluation of design parameters for soft clays as related to geological stress history. Soils & Foundations 29(2):99-111.
-
(1989)
Soils & Foundations
, vol.29
, Issue.2
, pp. 99-111
-
-
Hanzawa, H.1
-
9
-
-
0023528295
-
Jacked model pile shafts in offshore calcareous soils
-
Lee, C. Y., and H. G. Poulos. 1988. Jacked model pile shafts in offshore calcareous soils. Marine Geotechnology 251.
-
(1988)
Marine Geotechnology
, pp. 251
-
-
Lee, C.Y.1
Poulos, H.G.2
-
10
-
-
0001562390
-
Strength anisotropy and time effects of two sensitive clays
-
Lo, K. Y., and J. P. Morin. 1972. Strength anisotropy and time effects of two sensitive clays. Canadian Geotechnology Journal 9:261-277.
-
(1972)
Canadian Geotechnology Journal
, vol.9
, pp. 261-277
-
-
Lo, K.Y.1
Morin, J.P.2
-
11
-
-
0025572869
-
Laboratory investigations on the lime stabilization of sensitive clays: Shear strength development
-
Locat, J., Marc-Andre Berube, and M. Choquette. 1990. Laboratory investigations on the lime stabilization of sensitive clays: shear strength development. Canadian Geotechnology Journal 27:294-304.
-
(1990)
Canadian Geotechnology Journal
, vol.27
, pp. 294-304
-
-
Locat, J.1
Berube, M.-A.2
Choquette, M.3
-
12
-
-
0043165249
-
Analysis of some Indian marine clays
-
AIT, Bangkok, Thailand
-
Mohan, D., and R. K. Bhandari. 1977. Analysis of some Indian marine clays. International Symposium on Soft Clays, AIT, Bangkok, Thailand, 35-47.
-
(1977)
International Symposium on Soft Clays
, pp. 35-47
-
-
Mohan, D.1
Bhandari, R.K.2
-
14
-
-
0030418363
-
Reaction products formed in lime stabilized marine clays
-
Rao, S. Narasimha, and G. Rajasekharan. 1996. Reaction products formed in lime stabilized marine clays. Journal of Geotechnical Engineering ASCE 122(5):329-336.
-
(1996)
Journal of Geotechnical Engineering ASCE
, vol.122
, Issue.5
, pp. 329-336
-
-
Rao, S.N.1
Rajasekharan, G.2
-
16
-
-
0347016475
-
Behaviour of a coastal deposit under cyclic loading
-
Thiruvananthapuram, India, 1-10 December
-
Sankar, N., and K. Vincent Paul. 1997. Behaviour of a coastal deposit under cyclic loading. Second Indian National Conference on Harbour and Ocean Engineering (Inchoe-97), Thiruvananthapuram, India, 1-10 December, 1:334-343.
-
(1997)
Second Indian National Conference on Harbour and Ocean Engineering (Inchoe-97)
, vol.1
, pp. 334-343
-
-
Sankar, N.1
Vincent Paul, K.2
-
17
-
-
85018900708
-
The pore pressure coefficients, A and B
-
Skempton, A. W. 1954. The pore pressure coefficients, A and B. Geotechnique 4:143-147.
-
(1954)
Geotechnique
, vol.4
, pp. 143-147
-
-
Skempton, A.W.1
-
20
-
-
0026384857
-
Effect of aging of marine clay and its duplication by high temperature consolidation
-
Tsuchida, T., M. Kobayashi, and J. Mizukami. 1991. Effect of aging of marine clay and its duplication by high temperature consolidation. Soils & Foundations 31(4):133-147.
-
(1991)
Soils & Foundations
, vol.31
, Issue.4
, pp. 133-147
-
-
Tsuchida, T.1
Kobayashi, M.2
Mizukami, J.3
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