Analytical solutions describing the consolidation of a multi-layered soil under circular loading-Reference-Cited by-同舟云学术

Analytical solutions describing the consolidation of a multi-layered soil under circular loading

Published:2009-06-10 Issue:4 Volume:66 Page:381-393
ISSN:0022-0833
Container-title:Journal of Engineering Mathematics
language:en
Short-container-title:J Eng Math

Author:

Ai Zhi Yong,Wang Quan Sheng,Han Jie

Publisher

Springer Science and Business Media LLC

Subject

General Engineering,General Mathematics

Link

http://link.springer.com/content/pdf/10.1007/s10665-009-9299-6.pdf

Reference40 articles.

1. Biot MA (1941) General theory of three-dimensional consolidation. J Appl Phys 12: 155–164. doi: 10.1063/1.1712886

2. McNamee J, Gibson RE (1960) Displacement functions and linear transforms applied to diffusion through porous elastic media. Q J Mech Appl Math 13: 98–111. doi: 10.1093/qjmam/13.1.98

3. McNamee J, Gibson RE (1960) Plane strain and axially symmetric problem of the consolidation of a semi-infinite clay stratum. Q J Mech Appl Math 13: 210–227. doi: 10.1093/qjmam/13.2.210

4. Schiffman RL, Fungaroli AA (1965) Consolidation due to tangential loads. In: Proceedings of the 6th international conference on soil mechanics and foundation engineering, Montreal, Canada, vol 1, pp 188–192

5. Yue ZQ, Selvadurai APS (1995) Contact problem for saturated poroelastic solid. J Eng Mech 121: 502–512. doi: 10.1061/(ASCE)0733-9399(1995)121:4(502)

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