Composite Element Analysis of Gravity Dam on a Complicated Rock Foundation-Reference-Cited by-同舟云学术

Composite Element Analysis of Gravity Dam on a Complicated Rock Foundation

Published:2008-09 Issue:5 Volume:8 Page:275-284
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Chen Shen-hong¹²³⁴,Qiang Sheng¹²³⁴,Shahrour Isam¹²³⁴,Egger Peter¹²³⁴

Affiliation:

1. Professor, State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan Univ., Wuhan, Hubei, 430072, P.R. China (corresponding author).

2. Doctor, College of Water Conservancy and Hydropower Engineering, Hohai Univ., Nanjing, Jiangsu 210098, P.R. China.

3. Professor, Laboratoire De Mécanique de Lille, UMR 8107, Lille Univ. of Science and Technology, Cite Scientifique, 59656 Villeneuve D’Ascq, France.

4. Professor, LMR-DGC, Swiss Federal Institute of Technology in Lausanne, CH-1015 Lausanne, Switzerland.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291532-3641%282008%298%3A5%28275%29

Reference15 articles.

1. Chen S. H. and Egger P. (1997). “Elasto-viscoplastic distinct modeling of bolt in jointed rock masses.” Proc. 9th Int. Conf. on Computer Meth. and Advances in Geomech. Wuhan China 1985–1989.

2. Three dimensional elasto-viscoplastic finite element analysis of reinforced rock masses and its application

3. Chen S. H. He Z. G. and Egger P. (2003). “Study of hollow friction bolts in rock by a three dimensional composite element method.” Proc. 10th ISRM Congress-ISRM 2003 Johannesburg South Africa 203–206.

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

5. Rheological model and finite element analysis of jointed rock masses reinforced by passive, fully-grouted bolts

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