-
1
-
-
0001741021
-
The influence of pore-water tension on the strength of clay
-
Bishop, A. W., Kumapley, N. K. & El-Ruwayih, A. (1975). The influence of pore-water tension on the strength of clay. Proc. R. Soc., Lond. 278, 511-554.
-
(1975)
Proc. R. Soc., Lond.
, vol.278
, pp. 511-554
-
-
Bishop, A.W.1
Kumapley, N.K.2
El-Ruwayih, A.3
-
2
-
-
0025645141
-
On the compressibility and shear strength of natural clays
-
Burland, J. B. (1990). On the compressibility and shear strength of natural clays. Géotechnique 40, No. 3, 329-378.
-
(1990)
Géotechnique
, vol.40
, Issue.3
, pp. 329-378
-
-
Burland, J.B.1
-
3
-
-
0012301628
-
Discussion on 'Insitu measurement of horizontal stress in over consolidated clay using push-in spade-shaped pressure cells'
-
Burland, J. B. & Maswoswe, J. (1982). Discussion on 'Insitu measurement of horizontal stress in over consolidated clay using push-in spade-shaped pressure cells'. Géotechnique 32, No. 2, 285-286.
-
(1982)
Géotechnique
, vol.32
, Issue.2
, pp. 285-286
-
-
Burland, J.B.1
Maswoswe, J.2
-
5
-
-
0001602891
-
The subsoils of Northern Ireland
-
Doran, I. G. (1992). The subsoils of Northern Ireland. Struct. Engr 70, No. 7, 135-138.
-
(1992)
Struct. Engr
, vol.70
, Issue.7
, pp. 135-138
-
-
Doran, I.G.1
-
6
-
-
85038043787
-
Measurement and prediction of effective stress of an over-consolidated clay
-
Atlanta
-
Doran, I. G., Sivakumar, V., Johnson, A. S. & Cummings, S. J. (1998). Measurement and prediction of effective stress of an over-consolidated clay. Proc. 1st Intl Conf. Site Characterisation, Atlanta, 2, 819-824.
-
(1998)
Proc. 1st Intl Conf. Site Characterisation
, vol.2
, pp. 819-824
-
-
Doran, I.G.1
Sivakumar, V.2
Johnson, A.S.3
Cummings, S.J.4
-
7
-
-
0022113516
-
Effective stress paths and yielding in soft clays below embankments
-
Folkes, D. J. & Crooks, J. H. A. (1985). Effective stress paths and yielding in soft clays below embankments. Can. Geotech. 22, No. 3, 357-374.
-
(1985)
Can. Geotech.
, vol.22
, Issue.3
, pp. 357-374
-
-
Folkes, D.J.1
Crooks, J.H.A.2
-
9
-
-
0020642586
-
Anisotropic elasticity of a natural clay
-
Graham, J. and Houlsby, G. T. (1983). Anisotropic elasticity of a natural clay. Géotechnique 33, No. 2, 165-180.
-
(1983)
Géotechnique
, vol.33
, Issue.2
, pp. 165-180
-
-
Graham, J.1
Houlsby, G.T.2
-
10
-
-
0023524356
-
Stress release, undrained storage, and reconsolidation in simulated underwater clay
-
Graham, J. & Lau, S. L. K. (1988). Stress release, undrained storage, and reconsolidation in simulated underwater clay. Can. Geotech. J. 24, 279-288.
-
(1988)
Can. Geotech. J.
, vol.24
, pp. 279-288
-
-
Graham, J.1
Lau, S.L.K.2
-
11
-
-
0005219567
-
Prediction of triaxial stress-strain behaviour of Winnipeg clay using an anisotropic elastic-plastic model
-
Graham, J., Muir Wood, D., Yin, J. H. & Azizi, F. (1989). Prediction of triaxial stress-strain behaviour of Winnipeg clay using an anisotropic elastic-plastic model. Proc. 42nd Can. Geotech. Conf., Winnipeg, 280-288.
-
(1989)
Proc. 42nd Can. Geotech. Conf., Winnipeg
, pp. 280-288
-
-
Graham, J.1
Muir Wood, D.2
Yin, J.H.3
Azizi, F.4
-
12
-
-
0025603270
-
Influence of storage and reconsolidation procedures on clay properties
-
Graham, J., Jamieson, M. R., Ho, D. Y.-F. & Azizi, F. (1990). Influence of storage and reconsolidation procedures on clay properties. Geotech. Test. J. 13, pp. 280-290.
-
(1990)
Geotech. Test. J.
, vol.13
, pp. 280-290
-
-
Graham, J.1
Jamieson, M.R.2
Ho, D.Y.-F.3
Azizi, F.4
-
14
-
-
0021498876
-
The measurement of soil stiffness in the triaxial apparatus
-
Jardine, R. J., Symes, M. J. & Burland, J. B. (1984). The measurement of soil stiffness in the triaxial apparatus. Géotechnique 34, No. 3, 323-340.
-
(1984)
Géotechnique
, vol.34
, Issue.3
, pp. 323-340
-
-
Jardine, R.J.1
Symes, M.J.2
Burland, J.B.3
-
16
-
-
0016928323
-
Bearing capacity and settlement of pile foundations. 11th Terzaghi Lecture
-
Meyerhof, G. G. (1976). Bearing capacity and settlement of pile foundations. 11th Terzaghi Lecture. Proc. ASCE, J. Geotech. Engng Div. 102, GT3, 197-228.
-
(1976)
Proc. ASCE, J. Geotech. Engng Div.
, vol.102
, Issue.GT3
, pp. 197-228
-
-
Meyerhof, G.G.1
-
19
-
-
0024051716
-
Constitutive parameters estimated by plasticity index
-
Nakase, A., Kamei, T. & Kusakabe, O. (1988). Constitutive parameters estimated by plasticity index. Proc. ASCE, J. Geotech. Engng Div. 114, No. 7, 844-858.
-
(1988)
Proc. ASCE, J. Geotech. Engng Div.
, vol.114
, Issue.7
, pp. 844-858
-
-
Nakase, A.1
Kamei, T.2
Kusakabe, O.3
-
20
-
-
0027789473
-
Compression characteristics and index properties of tills and intertill clays in southern Saskatchewan, Canada
-
Sauer, E. K., Egeland, A. K. & Christiansen, E. A. (1993). Compression characteristics and index properties of tills and intertill clays in southern Saskatchewan, Canada. Can. Geotech. J. 30, 257-275.
-
(1993)
Can. Geotech. J.
, vol.30
, pp. 257-275
-
-
Sauer, E.K.1
Egeland, A.K.2
Christiansen, E.A.3
-
22
-
-
0029415718
-
Prediction of insitu horizontal stresses in clay soils from the measurement of undrained shear strength, plasticity index and vertical effective stress
-
Shohet, D. C. (1995). Prediction of insitu horizontal stresses in clay soils from the measurement of undrained shear strength, plasticity index and vertical effective stress. Proc. Inst. Civ. Engrs, Geotech Engng 113, 206-214.
-
(1995)
Proc. Inst. Civ. Engrs, Geotech Engng
, vol.113
, pp. 206-214
-
-
Shohet, D.C.1
-
24
-
-
85018900708
-
The pore pressure coefficients A and B
-
Skempton, A. W. (1954). The pore pressure coefficients A and B. Géotechnique 4, No. 4, pp. 186-187.
-
(1954)
Géotechnique
, vol.4
, Issue.4
, pp. 186-187
-
-
Skempton, A.W.1
-
25
-
-
85023298936
-
A correspondence, "the pore pressure coefficients in saturated soils"
-
Skempton, A. W. (1960). A correspondence, "the pore pressure coefficients in saturated soils". Géotechnique 10, No. 4, 186-187.
-
(1960)
Géotechnique
, vol.10
, Issue.4
, pp. 186-187
-
-
Skempton, A.W.1
-
26
-
-
0002764071
-
Horizontal stresses in an over consolidated Eocene clay
-
Paris
-
Skempton, A. W. (1961). Horizontal stresses in an over consolidated Eocene clay. Proc. 5th ICSMFE, Paris 1, 351-357.
-
(1961)
Proc. 5th ICSMFE
, vol.1
, pp. 351-357
-
-
Skempton, A.W.1
-
27
-
-
0001641953
-
The behaviour of saturated clays during sampling and testing
-
Skempton, A. W. and Sowa, V. A. (1963). The behaviour of saturated clays during sampling and testing. Géotechnique 13, No. 4, 269-290.
-
(1963)
Géotechnique
, vol.13
, Issue.4
, pp. 269-290
-
-
Skempton, A.W.1
Sowa, V.A.2
-
28
-
-
32544432928
-
In situ measurement of horizontal stress in over consolidated clay using push-in spade-shaped pressure cell
-
Tedd, P. & Charles, J. A. (1981). In situ measurement of horizontal stress in over consolidated clay using push-in spade-shaped pressure cell. Géotechnique 13, No. 4, 554-558.
-
(1981)
Géotechnique
, vol.13
, Issue.4
, pp. 554-558
-
-
Tedd, P.1
Charles, J.A.2
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