-
1
-
-
85137334936
-
Test Methods for One-Dimensional Consolidation Properties of Soils Using Incremental Loading
-
Standard D-2435, 08, ASTM International, West Conshohocken, PA
-
ASTM Standard D-2435, 2003, Test Methods for One-Dimensional Consolidation Properties of Soils Using Incremental Loading, Annual Book of ASTM Standards, Vol. 04.08, ASTM International, West Conshohocken, PA.
-
(2003)
Annual Book of ASTM Standards
, vol.4
-
-
-
2
-
-
0002486238
-
Primary and Secondary Consolidation of Clay and Peat
-
Barden, L., 1968, “Primary and Secondary Consolidation of Clay and Peat,” Geotechnique, Vol. 18, pp. 1–24.
-
(1968)
Geotechnique
, vol.18
, pp. 1-24
-
-
Barden, L.1
-
3
-
-
0002001143
-
Oedometer Tests with Different Specimen Heights on A Clay Exhibiting Large Secondary Compression
-
Berre, T., and Iversen, K., 1972, “Oedometer Tests with Different Specimen Heights on A Clay Exhibiting Large Secondary Compression,” Geotechnique, Vol. 22, No. 1, pp. 53–70.
-
(1972)
Geotechnique
, vol.22
, Issue.1
, pp. 53-70
-
-
Berre, T.1
Iversen, K.2
-
7
-
-
0027007902
-
Characterization of the Bothkennar Clay: An Overview
-
Hight, D. W., Bond, A. J., and Legge, J. D., 1992, “Characterization of the Bothkennar Clay: An Overview,” Geotechnique, Vol. 42, No. 2, pp. 303–347.
-
(1992)
Geotechnique
, vol.42
, Issue.2
, pp. 303-347
-
-
Hight, D.W.1
Bond, A.J.2
Legge, J.D.3
-
9
-
-
0026880376
-
A Constitutive Equation of One-Dimensional Consolidation Derived from Inter-Connected Tests
-
Imai, G., and Tang, Y. X., 1992, “A Constitutive Equation of One-Dimensional Consolidation Derived from Inter-Connected Tests,” Soils Found., Vol. 32, No. 2, pp. 83–96.
-
(1992)
Soils Found
, vol.32
, Issue.2
, pp. 83-96
-
-
Imai, G.1
Tang, Y.X.2
-
10
-
-
0024165573
-
In Situ and Laboratory Stress-Strain Relationships
-
Kabbaj, M., Tavenas, F., and Leroueil, S., 1988, “In Situ and Laboratory Stress-Strain Relationships,” Geotechnique, Vol. 38, No. 1, pp. 83–100.
-
(1988)
Geotechnique
, vol.38
, Issue.1
, pp. 83-100
-
-
Kabbaj, M.1
Tavenas, F.2
Leroueil, S.3
-
11
-
-
0041641290
-
A Study of the One-Dimensional Consolidation Test
-
Paris, France
-
Leonards, G. A., and Girault, O., 1961, “A Study of the One-Dimensional Consolidation Test,” Proceedings of the 5th International Conference on Soil Mechanics and Foundation Engineering, Paris, France, Vol. 1, pp. 213–218.
-
(1961)
Proceedings of the 5th International Conference on Soil Mechanics and Foundation Engineering
, vol.1
, pp. 213-218
-
-
Leonards, G.A.1
Girault, O.2
-
12
-
-
0027007901
-
One-Dimensional Consolidation Testing of Soft Clay from Bothkennar
-
Nash, D. F. T., Sills, G. C., and Davison, L. R., 1992, “One-Dimensional Consolidation Testing of Soft Clay from Bothkennar,” Geotechnique, Vol. 42, No. 2, pp. 241–256.
-
(1992)
Geotechnique
, vol.42
, Issue.2
, pp. 241-256
-
-
Nash, D.F.T.1
Sills, G.C.2
Davison, L.R.3
-
13
-
-
0022864865
-
State of the Art: Consolidation Testing
-
ASTM STP 892, ASTM International, West Conshohocken, PA
-
Olson, R. E., 1986, “State of the Art: Consolidation Testing,” Consolidation of Soils: Testing and Evaluation, ASTM STP 892, ASTM International, West Conshohocken, PA, pp. 7–70.
-
(1986)
Consolidation of Soils: Testing and Evaluation
, pp. 7-70
-
-
Olson, R.E.1
-
14
-
-
33845265169
-
-
M.Sc. Theses, Department of Civil Engineering, University of Bristol, UK
-
Sivrikaya, O., 1997, “Behavior of Soft Bothkennar Clay under One-Dimensional Compression,” M.Sc. Theses, Department of Civil Engineering, University of Bristol, UK.
-
(1997)
Behavior of Soft Bothkennar Clay under One-Dimensional Compression
-
-
Sivrikaya, O.1
-
16
-
-
85137315843
-
-
Massachusetts Institute of Technology, Cambridge, MA
-
Taylor, D. W., 1942, Serial 82, Massachusetts Institute of Technology, Cambridge, MA.
-
(1942)
Serial 82
-
-
Taylor, D.W.1
-
17
-
-
0030237175
-
Elastic Visco-Plastic Modelling of One-Dimensional Consolidation
-
Yin, J. H., and Graham, J., 1996, “Elastic Visco-Plastic Modelling of One-Dimensional Consolidation,” Geotechnique, Vol. 46, No. 46, pp. 515–527.
-
(1996)
Geotechnique
, vol.46
, Issue.46
, pp. 515-527
-
-
Yin, J.H.1
Graham, J.2
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