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Numerical solution of some problems in consolidation of clay
"Step by step" method of solution; application to circular footing subjected to uniform loads; rate of settlement is greater than that found from simple one-dimensional theory.
Numerical solution of some problems in consolidation of clay
"Step by step" method of solution; application to circular footing subjected to uniform loads; rate of settlement is greater than that found from simple one-dimensional theory.
Numerical solution of some problems in consolidation of clay
Instn Civ Engrs -- Proc
Gibson, R.E. (author) / Lumb, P. (author)
1953
17 pages
Article (Journal)
English
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