Analysis of Gravity Dam on a Complicated Rock Foundation Using an Adaptive Block Element Method-Reference-Cited by-同舟云学术

Analysis of Gravity Dam on a Complicated Rock Foundation Using an Adaptive Block Element Method

Published:2004-07 Issue:7 Volume:130 Page:759-763
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Chen Sheng-hong¹,Li Yong-ming²,Wang Wei-ming³,Shahrour Isam⁴

Affiliation:

1. Professor, School of Water Resources and Hydropower, Wuhan Univ. Wuhan, Hubei, 430072, P.R. China.

2. School of Water Resources and Hydropower, Wuhan Univ., Wuhan, Hubei, 430072, P.R. China.

3. Lille Univ. of Science and Technology, Cite Scientifique, 59656 Villeneuve d’ASCQ, France.

4. Professor, Lille Univ. of Science and Technology, Cite Scientifique, 59656 Villeneuve d’ASCQ, France.

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%282004%29130%3A7%28759%29

Reference11 articles.

1. Thep-Version of the Finite Element Method

2. Chen S. H. (1993). “Analysis of reinforced rock foundation using elasto-viscoplastic block theory.” Proc. 1993 ISRM Int. Symp.-EUROCK 93 Lisbon (Portugal) Sousa et al. ed. A. A. Balkema Rotterdam The Netherlands 45–51.

3. Chen S. H. (1994). “A new development in elasto-viscoplastic block theory of rock masses.” Proc. 8th Int. Conf. Computer Meth. & Adv. in Geomech Siriwardane et al. ed. A. A. Balkema Rotterdam The Netherlands 2235–2240.

4. Elasto-Viscoplastic Block Element Method and its Application to Arch Dam Abutment Slopes

5. 3-D hierarchical FEM analysis for hydraulic structure.;Cheng Z.;J. Hydraul. Eng.,1999

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