-
1
-
-
0029371170
-
Stress-strain behaviour and yielding characteristics of Eastern Osaka clay
-
Adachi, T., Oka, F., Hirata, T., Hashimoto, T., Nagaya, J., Mimura, M. & Pradhan, T. B. S. (1995). Stress-strain behaviour and yielding characteristics of Eastern Osaka clay. Soils Found. 35, No. 3, 1-13.
-
(1995)
Soils Found.
, vol.35
, Issue.3
, pp. 1-13
-
-
Adachi, T.1
Oka, F.2
Hirata, T.3
Hashimoto, T.4
Nagaya, J.5
Mimura, M.6
Pradhan, T.B.S.7
-
2
-
-
0026358325
-
The critical state of sands
-
Been, K., Jefferies, M. G. & Hachey, J. (1991). The critical state of sands. Géotechnique 41, No. 3, 365-381.
-
(1991)
Géotechnique
, vol.41
, Issue.3
, pp. 365-381
-
-
Been, K.1
Jefferies, M.G.2
Hachey, J.3
-
3
-
-
0022674149
-
The strength and dilatancy of sands
-
Bolton, M. (1986). The strength and dilatancy of sands. Géotechnique 36, No. 1, 65-78.
-
(1986)
Géotechnique
, vol.36
, Issue.1
, pp. 65-78
-
-
Bolton, M.1
-
4
-
-
0025645141
-
On the compressibility and shear strength of natural soils
-
Burland, J. B. (1990). On the compressibility and shear strength of natural soils. Géotechnique 40, No. 3, 329-378.
-
(1990)
Géotechnique
, vol.40
, Issue.3
, pp. 329-378
-
-
Burland, J.B.1
-
5
-
-
0022267652
-
Comparison of natural and remoulded plastic clay
-
Graham, J. & Li, C. C. (1985). Comparison of natural and remoulded plastic clay. J. Geotech. Engng Div., ASCE 111, No. 7, 865-881.
-
(1985)
J. Geotech. Engng Div., ASCE
, vol.111
, Issue.7
, pp. 865-881
-
-
Graham, J.1
Li, C.C.2
-
6
-
-
0001543279
-
The relationships between the strength, pore-water pressure, and volume-change characteristics of saturated clays
-
Henkel, D. J. (1959). The relationships between the strength, pore-water pressure, and volume-change characteristics of saturated clays. Géotechnique 9, No. 2, 119-135.
-
(1959)
Géotechnique
, vol.9
, Issue.2
, pp. 119-135
-
-
Henkel, D.J.1
-
7
-
-
85013553647
-
Soil models in offshore engineering
-
Janbu, N. (1985). Soil models in offshore engineering. Géotechnique 35, No. 3, 241-281.
-
(1985)
Géotechnique
, vol.35
, Issue.3
, pp. 241-281
-
-
Janbu, N.1
-
9
-
-
0030408321
-
Compressibility of clays: Fundamental and practical aspects
-
Leroueil, S. (1996). Compressibility of clays: fundamental and practical aspects. J. Geotech. Engng Div., ASCE 122, No. 7, 534-543.
-
(1996)
J. Geotech. Engng Div., ASCE
, vol.122
, Issue.7
, pp. 534-543
-
-
Leroueil, S.1
-
10
-
-
18144374378
-
Composition and compressibility of typical samples of mexico city clay
-
Discussion by Mesri et al.
-
Leroueil, S. & Kabbaj, M. (1987). Discussion on 'Composition and compressibility of typical samples of Mexico City clay' by Mesri et al. J. Geotech. Engng Div., ASCE 113, No. 9, 1067-1070.
-
(1987)
J. Geotech. Engng Div., ASCE
, vol.113
, Issue.9
, pp. 1067-1070
-
-
Leroueil, S.1
Kabbaj, M.2
-
11
-
-
0025676842
-
The general and congruent effects of structure in natural soils and weak rocks
-
Leroueil, S. & Vaughan, P. R. (1990). The general and congruent effects of structure in natural soils and weak rocks. Géotechnique 40, No. 3, 467-488.
-
(1990)
Géotechnique
, vol.40
, Issue.3
, pp. 467-488
-
-
Leroueil, S.1
Vaughan, P.R.2
-
12
-
-
0021892086
-
The compressibility and sensitivity of an artificially sedimented clay soil: The Grande Baleine marine clay, Quebec, Canada
-
Locat, J. & Lefebvre, G. (1985). The compressibility and sensitivity of an artificially sedimented clay soil: the Grande Baleine marine clay, Quebec, Canada. Marine Geotechnics 6, No. 1, 1-28.
-
(1985)
Marine Geotechnics
, vol.6
, Issue.1
, pp. 1-28
-
-
Locat, J.1
Lefebvre, G.2
-
14
-
-
0016557634
-
Composition and compressibility of typical samples of Mexico City clay
-
Mesri, G., Rokhsar, A. & Bohor, B. F. (1975). Composition and compressibility of typical samples of Mexico City clay. Géotechnique 25, No. 3, 527-554.
-
(1975)
Géotechnique
, vol.25
, Issue.3
, pp. 527-554
-
-
Mesri, G.1
Rokhsar, A.2
Bohor, B.F.3
-
15
-
-
0022677584
-
Practical problems from surprising soil behaviour
-
Mitchell, J. K. (1986). Practical problems from surprising soil behaviour. J. Geotech. Engng Div., ASCE 112, No. 3, 257-289.
-
(1986)
J. Geotech. Engng Div., ASCE
, vol.112
, Issue.3
, pp. 257-289
-
-
Mitchell, J.K.1
-
16
-
-
0029416461
-
Geotechnical materials and the critical state
-
Novello, E. & Johnston, I. W. (1995). Geotechnical materials and the critical state. Géotechnique 45, No. 2, 223-235.
-
(1995)
Géotechnique
, vol.45
, Issue.2
, pp. 223-235
-
-
Novello, E.1
Johnston, I.W.2
-
17
-
-
0029416471
-
Strength development with burial in fine-grained sediments from the Saguenay Fjord, Quebec
-
Perret, D., Locat, J. & Leroueil, S. (1995). Strength development with burial in fine-grained sediments from the Saguenay Fjord, Quebec. Can. Geotech. J. 32, No. 2, 247-262.
-
(1995)
Can. Geotech. J.
, vol.32
, Issue.2
, pp. 247-262
-
-
Perret, D.1
Locat, J.2
Leroueil, S.3
-
18
-
-
85013134988
-
The general and congruent effects of structure in natural soils and weak rocks
-
Discussion by Leroueil and Vaughan
-
Picarelli, I. (1991). Discussion on 'The general and congruent effects of structure in natural soils and weak rocks' by Leroueil and Vaughan. Géotechnique 41, No. 2, 281-284.
-
(1991)
Géotechnique
, vol.41
, Issue.2
, pp. 281-284
-
-
Picarelli, I.1
-
19
-
-
84892294359
-
The relevance of soil fabric to site investigation
-
Rowe, P. W. (1972). The relevance of soil fabric to site investigation. Géotechnique 22, No. 2, 195-200.
-
(1972)
Géotechnique
, vol.22
, Issue.2
, pp. 195-200
-
-
Rowe, P.W.1
-
20
-
-
3242872673
-
Naturally cemented sensitive soils
-
Sangrey, D. A. (1972). Naturally cemented sensitive soils. Géotechnique 22, No. 1, 139-152.
-
(1972)
Géotechnique
, vol.22
, Issue.1
, pp. 139-152
-
-
Sangrey, D.A.1
-
22
-
-
0002019474
-
Marine geomechanics: Overview and projections
-
ed. A. L. Inderbitzen. London: Plenum Press
-
Silva, A. J. (1974). Marine geomechanics: overview and projections. In Deep Sea Sediments, Physical and Mechanical Properties (ed. A. L. Inderbitzen). London: Plenum Press, pp. 45-76.
-
(1974)
Deep Sea Sediments, Physical and Mechanical Properties
, pp. 45-76
-
-
Silva, A.J.1
-
23
-
-
0344143927
-
The preconsolidation pressure of Champlain clay, Part II
-
Discussion on
-
Silvestri, V. (1984). Discussion on 'The preconsolidation pressure of Champlain clay, Part II'. Can. Geotech. J. 21, No. 3, 600-602.
-
(1984)
Can. Geotech. J.
, vol.21
, Issue.3
, pp. 600-602
-
-
Silvestri, V.1
-
24
-
-
0022037951
-
Residual strength of clays in landslides, folded strata and the laboratory
-
Skempton, A. W. (1985). Residual strength of clays in landslides, folded strata and the laboratory. Géotechnique 35, No. 1, 1-18.
-
(1985)
Géotechnique
, vol.35
, Issue.1
, pp. 1-18
-
-
Skempton, A.W.1
-
25
-
-
0027007903
-
On the yielding of Bothkennar clay
-
Smith, P. R., Jardine, R. J. & Hight, D. W. (1992). On the yielding of Bothkennar clay. Géotechnique 42, No. 2, 257-274.
-
(1992)
Géotechnique
, vol.42
, Issue.2
, pp. 257-274
-
-
Smith, P.R.1
Jardine, R.J.2
Hight, D.W.3
-
26
-
-
0016027341
-
Immediate settlements of the three test embankments on Champlain clay
-
Tavenas, F., Chapeau, C., La Rochelle, P. & Roy, M. (1974). Immediate settlements of the three test embankments on Champlain clay. Can. Geotech. J. 11, No. 1, 109-141.
-
(1974)
Can. Geotech. J.
, vol.11
, Issue.1
, pp. 109-141
-
-
Tavenas, F.1
Chapeau, C.2
La Rochelle, P.3
Roy, M.4
-
28
-
-
84916151224
-
Structural behaviour of residual soils of the continually wet highlands of Papua New Guinea
-
Wallace, K. B. (1973). Structural behaviour of residual soils of the continually wet highlands of Papua New Guinea. Géotechnique 23, No. 2, 203-218.
-
(1973)
Géotechnique
, vol.23
, Issue.2
, pp. 203-218
-
-
Wallace, K.B.1
-
30
-
-
0345437476
-
Structural behaviour of residual soils of the continually wet Highlands of Papua New Guinea
-
Discussion by Wallace
-
Wesley, L. D. (1974). Discussion on 'Structural behaviour of residual soils of the continually wet Highlands of Papua New Guinea' by Wallace. Géotechnique 24, No. 1, 101-105.
-
(1974)
Géotechnique
, vol.24
, Issue.1
, pp. 101-105
-
-
Wesley, L.D.1
-
31
-
-
0021625824
-
The interpretation of in situ soil tests
-
Wroth, C. P. (1984). The interpretation of in situ soil tests. Géotechnique 34, No. 4, 449-489.
-
(1984)
Géotechnique
, vol.34
, Issue.4
, pp. 449-489
-
-
Wroth, C.P.1
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