A general nonlinear mathematical model for soil consolidation problems

R. Lamcellotta; L. Preziosi

doi:10.1016/s0020-7225(97)00024-4

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A general nonlinear mathematical model for soil consolidation problems

R. Lamcellotta, L. Preziosi

International Journal of Engineering Science1997doi:10.1016/s0020-7225(97)00024-4

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R. Lamcellotta#1 L. Preziosi#2

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1923

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1960

10.1680/geot.1967.17.3.261

10.1680/geot.1967.17.3.261 · 1967

Highlights in the historical development of the porous media theory: toward a consistent macroscopic theory

10.1115/1.3101926 · 1996

10.1680/geot.1965.15.2.161

10.1680/geot.1965.15.2.161 · 1965

Consolidation of clay layers based on non-linear stress strain

1965

The consolidation of soft clay

1965

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1995

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1983

10.1016/0895-7177(94)90065-5

10.1016/0895-7177(94)90065-5 · 1994

10.1093/qjmam/29.2.209

10.1093/qjmam/29.2.209 · 1976

10.1093/imamat/17.2.153

10.1093/imamat/17.2.153 · 1976

10.1016/0020-7225(83)90071-x

A general nonlinear mathematical model for soil consolidation problems

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