Numerical simulation of scaled retaining walls by rigid–plastic approach-Reference-Cited by-同舟云学术

Numerical simulation of scaled retaining walls by rigid–plastic approach

Published:1998-07 Issue:1-2 Volume:23 Page:113-129
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Lesniewska Danuta,Porbaha Ali

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference16 articles.

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2. Ovesen NK. Centrifuge tests of embankments reinforced with geotextiles on soft clay. Proc. of International Symposium on Geotechnical Centrifuge Model Testing, Tokyo, 1984, pp. 14–21.

3. Taniguchi E, Koga Y, Yasuda S, Morimoto I. A study on stability analysis of reinforced embankments based on centrifugal model tests. Proceedings of International Symposium on Theory and Practice of Earth Reinforcement, Balkema, Rotterdam, 1988, pp. 485–490.

4. Matichard Y, Blivet JC, Garnier J, Delmas P. Large strain behavior of geotextile reinforced earthworks. Proc. of Centrifuge 88, Balkema, Rotterdam, 1988, pp. 273–282.

5. Jaber MB. Behavior of reinforced soil walls in centrifuge model tests. Ph. D. thesis, University of California, Berkeley, CA, USA, 1989.

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