-
1
-
-
0020274432
-
Constitutive equations for normally consolidated clay based on elasto-viscoplasticity
-
Adachi, T. and Oka, F. (1982): "Constitutive equations for normally consolidated clay based on elasto-viscoplasticity," Soils and Foundations, Vol. 22, No. 4, pp. 57-70.
-
(1982)
Soils and Foundations
, vol.22
, Issue.4
, pp. 57-70
-
-
Adachi, T.1
Oka, F.2
-
2
-
-
0012273251
-
Constant rate of strain consolidation properties of clayey soil at high temperature
-
Hiroshima
-
Akagi, H. and Komiya, K. (1995): "Constant rate of strain consolidation properties of clayey soil at high temperature," Proc. Int. Symp. on Compression and Consolidation of Clayey Soils, Hiroshima, Vol. 1, pp. 3-8.
-
(1995)
Proc. Int. Symp. on Compression and Consolidation of Clayey Soils
, vol.1
, pp. 3-8
-
-
Akagi, H.1
Komiya, K.2
-
4
-
-
0019578899
-
A mathematical model for consolidation in a thermoelastic aquifer due to hot water injection or pumping
-
Bear, J. and Corapcioglu, C. M. Y. (1981): "A mathematical model for consolidation in a thermoelastic aquifer due to hot water injection or pumping," Water Resour., Res., Vol. 17, No. 3, pp. 723-736.
-
(1981)
Water Resour., Res.
, vol.17
, Issue.3
, pp. 723-736
-
-
Bear, J.1
Corapcioglu, C.M.Y.2
-
5
-
-
0001432863
-
Viscous behaviour of natural clays
-
New Delhi
-
Boudali, M., Leroueil, S. and SrinivasaMurthy, B. R. (1994): "Viscous behaviour of natural clays," Proc. 13th Int. Conf. on SMFE, New Delhi, Vol. 1, pp. 411-416.
-
(1994)
Proc. 13th Int. Conf. on SMFE
, vol.1
, pp. 411-416
-
-
Boudali, M.1
Leroueil, S.2
Srinivasamurthy, B.R.3
-
6
-
-
0001263164
-
Influence of temperature variations on soil behavior
-
Campanella, R. G. and Mitchell, J. K. (1968): "Influence of temperature variations on soil behavior," ASCE J. of SMFE, Vol. 94, No. 3, pp. 709-734.
-
(1968)
ASCE J. of SMFE
, vol.94
, Issue.3
, pp. 709-734
-
-
Campanella, R.G.1
Mitchell, J.K.2
-
7
-
-
0004656333
-
Equations of linear thermoconsolidation
-
Derski, W. and Kowalski, S. T. (1979): "Equations of linear thermoconsolidation," Archives of Mech., Vol. 31, No. 3, pp. 303316.
-
(1979)
Archives of Mech.
, vol.31
, Issue.3
, pp. 303316
-
-
Derski, W.1
Kowalski, S.T.2
-
8
-
-
0024773441
-
Temperature effects on consolidation properties of sulphide clays
-
Rio de Janeiro
-
Eriksson, L. G. (1989): "Temperature effects on consolidation properties of sulphide clays," Proc. 12th Int. Conf. on SMFE, Rio de Janeiro, Vol. 3, pp. 2087-2090.
-
(1989)
Proc. 12th Int. Conf. on SMFE
, vol.3
, pp. 2087-2090
-
-
Eriksson, L.G.1
-
9
-
-
0025624123
-
Thermoplasticity of saturated clays: Experimental constitutive study
-
Hueckel, T. and Baldi, G. (1990): "Thermoplasticity of saturated clays: Experimental constitutive study," ASCE J. of Geotech. Engrg., Vol. 116, No. 12, pp. 1778-1796.
-
(1990)
ASCE J. of Geotech. Engrg.
, vol.116
, Issue.1
, pp. 1778-1796
-
-
Hueckel, T.1
Baldi, G.2
-
10
-
-
0025645125
-
Thermoplasticity of saturated soils and shales: Constitutive equations
-
Hueckel, T. and Borsetto, M. (1990): "Thermoplasticity of saturated soils and shales: Constitutive equations," ASCE J. of Geotech. Engrg., Vol. 116, No. 12, pp. 1765-1777.
-
(1990)
ASCE J. of Geotech. Engrg.
, vol.116
, Issue.1
, pp. 1765-1777
-
-
Hueckel, T.1
Borsetto, M.2
-
11
-
-
0000165911
-
Analytical examinations of the foundations to formulate consolidation phenomena with inherent time-dependence
-
Hiroshima
-
Imai, G. (1995): "Analytical examinations of the foundations to formulate consolidation phenomena with inherent time-dependence," Proc. Int. Symp. on Compression and Consolidation of Clayey Soils, Hiroshima, Vol. 2, pp. 891-935.
-
(1995)
Proc. Int. Symp. on Compression and Consolidation of Clayey Soils
, vol.2
, pp. 891-935
-
-
Imai, G.1
-
12
-
-
0026880376
-
A constitutive equation of onedimensional consolidation derived from interconnected tests
-
Imai, G. and Tang, X. Y. (1992): "A constitutive equation of onedimensional consolidation derived from interconnected tests," Soils and Foundations, Vol. 32, No. 2, pp. 83-96.
-
(1992)
Soils and Foundations
, vol.32
, Issue.2
, pp. 83-96
-
-
Imai, G.1
Tang, X.Y.2
-
14
-
-
0022914047
-
Consolidation of natural clays and laboratory testing
-
Testing and Evaluation, Fort Lauderdale, STP
-
Kabbaj, M., Oka, F., Leroueil, S. and Tavenas, F. (1986): "Consolidation of natural clays and laboratory testing," American Society for Testing and Materials Conf. on Consolidation of Soils, Testing and Evaluation, Fort Lauderdale, STP 892, pp. 378-404.
-
(1986)
American Society for Testing and Materials Conf. on Consolidation of Soils
, vol.892
, pp. 378-404
-
-
Kabbaj, M.1
Oka, F.2
Leroueil, S.3
Tavenas, F.4
-
15
-
-
0022914961
-
Automatic continuous consolidation testing in Sweden
-
Testing and Evaluation, Fort Lauderdale, STP
-
Larsson, R. and Sällfors, G. (1986): "Automatic continuous consolidation testing in Sweden," American Society for Testing and Materials Conf. on Consolidation of Soils, Testing and Evaluation, Fort Lauderdale, STP 892, pp. 299-328.
-
(1986)
American Society for Testing and Materials Conf. on Consolidation of Soils
, vol.892
, pp. 299-328
-
-
Larsson, R.1
Sällfors, G.2
-
16
-
-
0022080725
-
-
Oeotechnique
-
Leroueil, S., Kabbaj, M., Tavenas, F. and Bouchard, R. (1985): "Stress-strain-strain rate relation for the compressibility of sensitive natural clays," Oeotechnique, Vol. 35, No. 2, pp. 159-180.
-
(1985)
Stress-strain-strain Rate Relation for the Compressibility of Sensitive Natural Clays
, vol.35
, Issue.2
, pp. 159-180
-
-
Leroueil, S.1
Kabbaj, M.2
Tavenas, F.3
Bouchard, R.4
-
17
-
-
0029481336
-
Isothermal modeling of sand-bentonite mixtures at elevated temperatures
-
Lingnau, B. E., Graham, J. and Tanaka, N. (1995): "Isothermal modeling of sand-bentonite mixtures at elevated temperatures," Can. Geotech. J., Vol. 32, No. 1, pp. 78-88.
-
(1995)
Can. Geotech. J.
, vol.32
, Issue.1
, pp. 78-88
-
-
Lingnau, B.E.1
Graham, J.2
Tanaka, N.3
-
18
-
-
0037507232
-
Controlled gradient consolidation test
-
Lowe, J. Ill, Jones, E. and Obrician, V. (1969): "Controlled gradient consolidation test," ASCE J. of SMFE, Vol. 95, No. 1, pp. 77-97.
-
(1969)
ASCE J. of SMFE
, vol.95
, Issue.1
, pp. 77-97
-
-
Ill, L.J.1
Jones, E.2
Obrician, V.3
-
19
-
-
33749303345
-
Constant rate of strain consolidation testing of soft clays
-
Mexico City
-
Mesri, G. and Feng, T. W. (1992): "Constant rate of strain consolidation testing of soft clays," Proc. Marsal Symp., Mexico City, pp. 49-59.
-
(1992)
Proc. Marsal Symp.
, pp. 49-59
-
-
Mesri, G.1
Feng, T.W.2
-
21
-
-
0019792960
-
Prediction of time dependent behavior of clay
-
Stockholm
-
Oka, F. (1981): "Prediction of time dependent behavior of clay," Proc. 10th Int. Conf. on SMFE, Stockholm, Vol. 1, pp. 215-218.
-
(1981)
Proc. 10th Int. Conf. on SMFE
, vol.1
, pp. 215-218
-
-
Oka, F.1
-
22
-
-
0022526295
-
Two-dimensional consolidation analysis using an elasto-viscoplastic constitutive equation
-
Oka, F., Adachi, T. and Okano, Y. (1986): "Two-dimensional consolidation analysis using an elasto-viscoplastic constitutive equation," Int. J. Numerical and Analytical Methods in Geomechanics, Vol. 10, pp. 1-16.
-
(1986)
Int. J. Numerical and Analytical Methods in Geomechanics
, vol.10
, pp. 1-16
-
-
Oka, F.1
Adachi, T.2
Okano, Y.3
-
23
-
-
0001077171
-
The constitutive equation for work-hardening and rate sensitive plastic materials
-
Warsaw
-
Perzyna, P. (1963): "The constitutive equation for work-hardening and rate sensitive plastic materials," Proc. Vibrational Problems, Warsaw, Vol. 4, No. 3, pp. 281-290.
-
(1963)
Proc. Vibrational Problems
, vol.4
, Issue.3
, pp. 281-290
-
-
Perzyna, P.1
-
24
-
-
84862766507
-
On the yielding of soils
-
Roscoe, K. H., Schofield, A. H. and Wroth, C. P. (1958): "On the yielding of soils," Géotechnique, Vol. 8, pp. 22-53.
-
(1958)
Géotechnique
, vol.8
, pp. 22-53
-
-
Roscoe, K.H.1
Schofield, A.H.2
Wroth, C.P.3
-
25
-
-
0022862003
-
Oedometer testing at the Norwegian Geotechnical Institute
-
Testing and Evaluation, Fort Lauderdale, STP
-
Sandbaekken, G., Berre, T. and Laçasse, S. (1986): "Oedometer testing at the Norwegian Geotechnical Institute," American Society for Testing and Materials Conf. on Consolidation of Soils, Testing and Evaluation, Fort Lauderdale, STP 892, pp. 329-353.
-
(1986)
American Society for Testing and Materials Conf. on Consolidation of Soils
, vol.892
, pp. 329-353
-
-
Sandbaekken, G.1
Berre, T.2
Laçasse, S.3
-
28
-
-
85034196567
-
Scrutiny of a method for determining consolidation properties from CRS consolidation tests
-
Hiroshima
-
Shimizu, M., Narahara, T. and Umetani, A. (1995): "Scrutiny of a method for determining consolidation properties from CRS consolidation tests," Proc. Int. Symp. on Compression and Consolidation of Clayey Soils, Hiroshima, Vol. 1, pp. 555-560.
-
(1995)
Proc. Int. Symp. on Compression and Consolidation of Clayey Soils
, vol.1
, pp. 555-560
-
-
Shimizu, M.1
Narahara, T.2
Umetani, A.3
-
29
-
-
0001381281
-
Consolidation under constant rates of strain
-
Smith, R. E. and Wahls, H. E. (1969): "Consolidation under constant rates of strain," ASCE J. of SMFE, Vol. 95, No. 12, pp. 519-539.
-
(1969)
ASCE J. of SMFE
, vol.95
, Issue.1
, pp. 519-539
-
-
Smith, R.E.1
Wahls, H.E.2
-
30
-
-
0002793392
-
Laboratory and in situ stress-strain-time behavior of soft clays
-
Mexico City
-
Tavenas, F. and Leroueil, S. (1987): "Laboratory and in situ stress-strain-time behavior of soft clays," Int. Symp. on Geotech. Engrg. of Soft Soils, Mexico City, Vol. 2, pp. 3-48.
-
(1987)
Int. Symp. on Geotech. Engrg. of Soft Soils
, vol.2
, pp. 3-48
-
-
Tavenas, F.1
Leroueil, S.2
-
31
-
-
0020969860
-
The permeability of natural soft clays, Part I: Methods of laboratory measurement
-
Tavenas, F., Leblond, P., Jean, P. and Leroueil, S. (1983a): "The permeability of natural soft clays, Part I: Methods of laboratory measurement," Can. Geotech. J., Vol. 20, No. 4, pp. 629-644.
-
(1983)
Can. Geotech. J.
, vol.20
, Issue.4
, pp. 629-644
-
-
Tavenas, F.1
Leblond, P.2
Jean, P.3
Leroueil, S.4
-
32
-
-
0020969861
-
The permeability of natural soft clays, Part II: Permeability characteristics
-
Tavenas, F., Jean, P., Leblond, P. and Leroueil, S. (1983b): "The permeability of natural soft clays, Part II: Permeability characteristics," Can. Geotech. J., Vol. 20, No. 4, pp. 645-660.
-
(1983)
Can. Geotech. J.
, vol.20
, Issue.4
, pp. 645-660
-
-
Tavenas, F.1
Jean, P.2
Leblond, P.3
Leroueil, S.4
-
33
-
-
0024621825
-
Temperature effect on preconsolidation pressure
-
Tidfors, M. and Sällfors, G. (1989): "Temperature effect on preconsolidation pressure," Geotech. Testing J., Vol. 12, No. 1, pp. 93-97.
-
(1989)
Geotech. Testing J.
, vol.12
, Issue.1
, pp. 93-97
-
-
Tidfors, M.1
Sällfors, G.2
-
34
-
-
7044229480
-
Mechanism of one-dimensional consolidation
-
Hiroshima
-
Yoshikuni, H., Kusakabe, O., Okada, M. and Tajima, S. (1995): "Mechanism of one-dimensional consolidation," Proc. Int. Symp. on Compression and Consolidation of Clayey Soils, Hiroshima, Vol. 1, pp. 497-504.
-
(1995)
Proc. Int. Symp. on Compression and Consolidation of Clayey Soils
, vol.1
, pp. 497-504
-
-
Yoshikuni, H.1
Kusakabe, O.2
Okada, M.3
Tajima, S.4
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