Analysis of Arch Dams Using Coupled Trial Load and Block Element Methods-Reference-Cited by-同舟云学术

Analysis of Arch Dams Using Coupled Trial Load and Block Element Methods

Published:2003-11 Issue:11 Volume:129 Page:977-986
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Chen Sheng-hong¹,Xu Ming-yi¹,Shahrour Isam²,Egger Peter³

Affiliation:

1. Wuhan Univ., Wuhan Hubei 430072, Peoples Republic of China.

2. Lille Univ. of Science and Technology, Cite Scientifique, 59656 Villeneuve D’Ascq, France.

3. Swiss Federal Institute of Technology in Lausanne, Ch-1015, Lausanne, Switzerland.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282003%29129%3A11%28977%29

Reference23 articles.

1. Approach to complete limit equilibrium analysis for rock wedges ? the method of ?artificial supports?

2. Chen S. H. (1993a). “Numerical analysis and model test of rock wedge in slope.” Proc. Int. Symp. on Assessment and Prevention of Failure Phenomena in Rock Engineering Istanbul Turkey A. A. Balkema Rotterdam The Netherlands 425–429.

3. Chen S. H. (1993b). “Analysis of reinforced rock foundation using elastic-viscoplastic block theory.” Proc. 1993 ISRM Int. Symp.-EUROCK 93 Lisbon Portugal A. A. Balkema Rotterdam The Netherlands 45–51

4. Chen S. H. (1994). “A new development in elastic-viscoplastic block theory of rock masses.” Computer methods and advances in geomechanics A. A. Balkema W. Va. 2235–2240.

5. Stochastic elastic-viscoplastic analysis for discontinuous rock masses

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