The effect of pore-fluid compressibility on failure loads in elasto-plastic soil-Reference-Cited by-同舟云学术

The effect of pore-fluid compressibility on failure loads in elasto-plastic soil

Published:1985-05 Issue:3 Volume:9 Page:253-259
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:

Griffiths D. V.

Publisher

Wiley

Subject

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

Reference7 articles.

1. Stresses in nearly incompressible materials by finite elements with application to the calculation of excess pore pressures

2. ‘Finite element methods in soil mechanics’ in C. R. Scott (Ed.), Developments in soil mechanics—1, 1978, P. 1039.

3. and , Soil Mechanics, Wiley, London, 1969, pp. 429-431.

4. The Pore-Pressure Coefficients A and B

5. ‘Analysis of undrained behaviour of saturated and partially saturated soil’, Internal report, Simon Engineering Laboratories, University of Manchester, 1983.

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