Stress and pore pressure changes in clay during and after the expansion of a cylindrical cavity-Reference-Cited by-同舟云学术

Stress and pore pressure changes in clay during and after the expansion of a cylindrical cavity

Published:1979-10 Issue:4 Volume:3 Page:305-322
ISSN:0363-9061
Container-title:International Journal for Numerical and Analytical Methods in Geomechanics
language:en
Short-container-title:Int. J. Numer. Anal. Methods Geomech.

Author:

Carter J. P.,Randolph M. F.,Wroth C. P.

Publisher

Wiley

Subject

Mechanics of Materials,Geotechnical Engineering and Engineering Geology,General Materials Science,Computational Mechanics

Reference30 articles.

1. Associated and non-associated constitutive relations for undrained behaviour of isotropic soft clays

2. and , ‘The effect of pore water pressures on the ultimate bearing capacity of driven piles’, Proc. Second South East Asian Conf. on Soil Engineering, Bangkok, 385-394 (1970).

3. General Theory of Three‐Dimensional Consolidation

4. The analysis of finite elasto-plastic consolidation

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