One-dimensional consolidation of over-consolidated soil under time-dependent loading

Author:

Xie Kanghe,Wang Kun,Chen Guohong,Hu Anfeng

Publisher

Springer Science and Business Media LLC

Subject

Architecture,Civil and Structural Engineering

Reference10 articles.

1. Schiffman R L, Gibson R E. Consolidation of non-homogeneous clay layers. Journal of the Soil Mechanics and Foundations Division, ASCE, 1964, 90(SM5): 1–30

2. Davis E H, Raymond G P. A non-linear theory of consolidation. Geotechnique, 1965, 15(2): 161–173

3. Mesri G, Rokhsar A. Theory of consolidation for clays. Journal of the Geotechnical Engineering Division, ASCE, 1974, 100(GT8): 889–904

4. Lee P K K, Xie K H, Cheung Y K. A study on one-dimensional consolidation of layered systems. International Journal for Numerical and Analytical Methods in Geomechanics, 1992, 16: 815–831

5. Xie K H, Pan Q Y. Theory of one-dimensional consolidation of layered soils under variable loading. Chinese Journal of Geotechnical Engineering, 1995, 17(5): 80–85 (in Chinese)

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