Effect of Anisotropy and Destructuration on the Behavior of Murro Test Embankment-Reference-Cited by-同舟云学术

Effect of Anisotropy and Destructuration on the Behavior of Murro Test Embankment

Published:2005-06 Issue:2 Volume:5 Page:87-97
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Karstunen Minna¹²³⁴⁵,Krenn Harald¹²³⁴⁵,Wheeler Simon J.¹²³⁴⁵,Koskinen Mirva¹²³⁴⁵,Zentar Rachid¹²³⁴⁵

Affiliation:

1. Lecturer, Dept. of Civil Engineering, Univ. of Glasgow, Glasgow G12 8LT, UK.

2. Cormack Professor, Dept. of Civil Engineering, Univ. of Glasgow, Glasgow G12 8LT, UK.

3. Research Assistant, Dept. of Civil Engineering, Univ. of Glasgow, Glasgow G12 8LT, UK.

4. Research Engineer, Dept. of Civil and Environmental Engineering, Helsinki Univ. of Technology P.O. Box 2100, 02015 HUT, Espoo, Finland.

5. Lecturer, Ecole des Mines de Douai BP 838 59508 Douai Cedex, France.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291532-3641%282005%295%3A2%2887%29

Reference29 articles.

1. Finite element analysis of the stability of a vertical cut using an anisotropic soil model

2. A plasticity model for the mechanical behaviour of anisotropically consolidated clay

3. An anisotropic critical state soil plasticity model

4. Davies M. C. R. and Newson T. A. (1993). “A critical state constitutive model for anisotropic soils.” Predictive Soils Mechanics Proc. Wroth Memorial Symp. G. T. Houlsby and A. N. Schofield eds. Thomas Telford London 219–229.

5. A new approach to anisotropic, bounding surface plasticity: general formulation and simulations of natural and reconstituted clay behaviour

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