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Effect of Clay Mineralogy on Coefficient of Consolidation

Published online by Cambridge University Press:  28 February 2024

Retnamony G. Robinson  and
Mehter M. Allam
Retnamony G. Robinson
Affiliation:
Department of Civil Engineering, Indian Institute of Science, Bangalore-560 012, India
Mehter M. Allam
Affiliation:
Department of Civil Engineering, Indian Institute of Science, Bangalore-560 012, India
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Abstract

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Keywords

Clay MineralogyCoefficient of ConsolidationCoefficient of Volume ChangeConsolidationDiffuse Double LayerHydraulic ConductivityMechanical and Physicochemical Factors
Type
Notes
Information
Clays and Clay Minerals , Volume 46 , Issue 5 , October 1998 , pp. 596 - 600
Copyright
Copyright © 1998, The Clay Minerals Society

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References

ASTM D 2435-80., 1989 Standard test method for one-dimensional consolidation properties of soils Annual Book of ASTM standards 04–08 283–287.Google Scholar
Leonards, G.A. and Ramiah, B.K., 1959 Time effects in the consolidation of clays ASTM STP 254 117–130.Google Scholar
Mesri, G. and Olson, R.E., 1971 Mechanisms controlling the permeability of clays Clays Clay Miner 19 151–158 10.1346/CCMN.1971.0190303.CrossRefGoogle Scholar
Nagase, A. Kusakabe, O. and Sing-Fang, W.o.n.g., 1984 Centrifuge model tests on bearing capacity of clay J Geotech Eng Div, ASCE 110 1749–1765 10.1061/(ASCE)0733-9410(1984)110:12(1749).CrossRefGoogle Scholar
Olson, R.E. and Mesri, G., 1970 Mechanisms controlling the compressibility of clays J Am Soc Civ Engrs 96 1853–1878.Google Scholar
Olson, R.E., Yong, R.N. and Townsend, F.B., 1986 State of the art: Consolidation testing, consolidation of soils: Testing and evaluation ASTM STP 892 Philadelphia, PA ASTM 7–70.Google Scholar
Samarasinghe, A.M. Huang, Y.H. and Drnevich, V.P., 1982 Permeability and consolidation of normally consolidated soils J Geotech Eng, ASCE 108 835–850.Google Scholar
Sridharan, A. and Rao, G.V., 1976 Mechanisms controlling volume change of saturated clays and the role of effective stress concept Géotechnique 32 249–260 10.1680/geot.1982.32.3.249.CrossRefGoogle Scholar
Sridharan, A. Sivapulliah, P.V. and Stalin, V.K., 1994 Effect of short duration of load increment on the compressibility of soils Geotech Test J, ASTM 17 488–496 10.1520/GTJ10309J.Google Scholar
Terzaghi, K. and Peck, R.B., 1967 Soil mechanics in engineering practice New York J. Wiley 86.Google Scholar