Disturbed State Concept-Based Constitutive Model for Lignosulfonate-Treated Silty Sand-Reference-Cited by-同舟云学术

Disturbed State Concept-Based Constitutive Model for Lignosulfonate-Treated Silty Sand

Published:2015-12 Issue:6 Volume:15 Page:04015002
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Athukorala Rasika¹,Indraratna Buddhima²,Vinod Jayan S.³

Affiliation:

1. Research Fellow, Center for Geomechanics and Railway Engineering, Univ. of Wollongong, Wollongong, NSW 2522, Australia.

2. Professor of Civil Engineering and Research Director, Center for Geomechanics and Railway Engineering, Univ. of Wollongong, Wollongong, NSW 2522, Australia (corresponding author).

3. Senior Lecturer, Center for Geomechanics and Railway Engineering, Univ. of Wollongong, Wollongong, NSW 2522, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000473

Reference21 articles.

1. Behavior of cemented sands—II. Modelling

2. Athukorala R. Indraratna B. and Vinod J. S. (2013). “Modelling the internal erosion behavior of lignosulfonate treated soil.” Geo-Congress 2013 Geotechnical Special Publication 231 C. L. Meehan D. Pradel M. A. Pando and J. F. Labuz eds. ASCE Reston VA 1872–1881.

3. Finite element analysis of retaining wall behaviour;Clough G. W.;J. Soil Mech. Found. Div.,1971

4. Dafalias Y. F. (1987). “Anisotropic critical state clay plasticity model.” 2nd Int. Conf. on Constitutive Laws for Engineering Materials Vol. 1 C. S. Desai and E. Krempl eds. Elsevier New York 513–521.

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