Stress-Strain response of Malaysian granitic residual soil grade V, according to Rotational Multiple Yield Surface Framework-Reference-Cited by-同舟云学术

Stress-Strain response of Malaysian granitic residual soil grade V, according to Rotational Multiple Yield Surface Framework

Published:2016 Issue: Volume:9 Page:09005
ISSN:2267-1242
Container-title:E3S Web of Conferences
language:
Short-container-title:E3S Web Conf.

Author:

Saffari Pooya,Md. Noor Mohd Jamaludin,Ashaari Yasmin

Publisher

EDP Sciences

Link

http://www.e3s-conferences.org/10.1051/e3sconf/20160909005/pdf

Reference15 articles.

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2. Terzaghi K.,Theoretical soil mechanics. vol 18: Wiley New York, 1943.

3. de Beer E. and Marten A., “Method of computation of an upper limit for the influence of hetero-geneity of sand layers on the settlement of bridges’. 4th ICSMFE,” ed: London, 1951.

4. Limitations to the Use of Effective Stresses in Partly Saturated Soils

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