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Information on consolidation of soil media with depth-dependent elasticity, in accord with one-dimensional theory; information stems from numerical evaluation of Fourier-Bessel series solution for relation between degree of consolidation and time factor.
Information on consolidation of soil media with depth-dependent elasticity, in accord with one-dimensional theory; information stems from numerical evaluation of Fourier-Bessel series solution for relation between degree of consolidation and time factor.
Note on consolidation of soil media with depth-dependent elasticity
J Geophysical Research
Kuo, S.S. (author)
1962
3 pages
Article (Journal)
English
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