Use of a Dual-Structure Constitutive Model for Predicting the Long-Term Behavior of an Expansive Clay Buffer in a Nuclear Waste Repository-Reference-Cited by-同舟云学术

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Use of a Dual-Structure Constitutive Model for Predicting the Long-Term Behavior of an Expansive Clay Buffer in a Nuclear Waste Repository

Published:2016-12 Issue:6 Volume:16 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Vilarrasa Víctor¹,Rutqvist Jonny²,Blanco Martin Laura³,Birkholzer Jens⁴

Affiliation:

1. Postdoctoral Fellow, Lawrence Berkeley National Laboratory (LBNL), 1 Cyclotron Rd., Berkeley, CA 94720 (corresponding author).

2. Staff Scientist, Lawrence Berkeley National Laboratory (LBNL), 1 Cyclotron Rd., Berkeley, CA 94720.

3. Postdoctoral Fellow, Lawrence Berkeley National Laboratory (LBNL), 1 Cyclotron Rd., Berkeley, CA 94720.

4. Deputy Division Director, Lawrence Berkeley National Laboratory (LBNL), 1 Cyclotron Rd., Berkeley, CA 94720.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000603

Reference43 articles.

1. Cyclic Swelling Behavior of Clays

2. A constitutive model for partially saturated soils

3. Modelling the mechanical behaviour of expansive clays

4. The FEBEX benchmark test: case definition and comparison of modelling approaches

5. Modelling the field behaviour of a granular expansive barrier

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