New basis for the constitutive modelling of aggregated soils-Reference-Cited by-同舟云学术

New basis for the constitutive modelling of aggregated soils

Published:2008-02-19 Issue:1 Volume:3 Page:61-69
ISSN:1861-1125
Container-title:Acta Geotechnica
language:en
Short-container-title:Acta Geotech.

Author:

Koliji Azad,Vulliet Laurent,Laloui Lyesse

Publisher

Springer Science and Business Media LLC

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Link

http://link.springer.com/content/pdf/10.1007/s11440-007-0052-x.pdf

Reference22 articles.

1. Al-Mukhtar M (1995) Macroscopic behavior and microstructural properties of a kaolinite clay under controlled mechanical and hydraulic state. In: Alonso EE, Delage P (eds) Unsaturated soils: proceedings of first international conference on unsaturated soils/UNSAT 95, Paris, pp 3–9

2. Atkinson JH, Bransby PL (1978) The mechanics of soils, an introduction to critical state soil mechanics. McGraw-Hill, London

3. Barrenblatt GI (1963) On certain boundary value problems for the equation of seepage of liquid in fissured rock. J Appl Math Mech 27:513–518 (translation of the Soviet journal, Prikladnaja Matematika i Mekhanika (PMM))

4. Baudet B, Stallebrass S (2004) A constitutive model for structured clays. Géotechnique 54(4):269–278

5. Burland JB (1990) On the compressibility and shear strength of natural clays. Géotechnique 40(3):329–378

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