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Mathematical Problems in Engineering
Volume 2017, Article ID 8523213, 15 pages
https://doi.org/10.1155/2017/8523213
Research Article

Modeling of Hydraulic Fracture of Concrete Gravity Dams by Stress-Seepage-Damage Coupling Model

1Department of Hydraulic Engineering, Tsinghua University, Beijing 100084, China
2State Key Laboratory of Simulation and Regulation of Water Cycle in River Basin, China Institute of Water Resources and Hydropower Research, Beijing 100038, China

Correspondence should be addressed to Guoxin Zhang; moc.rhwi@gnahz-xg

Received 28 November 2016; Revised 14 February 2017; Accepted 22 February 2017; Published 23 April 2017

Academic Editor: Giovanni Garcea

Copyright © 2017 Sha Sha and Guoxin Zhang. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

Citations to this Article [1 citation]

The following is the list of published articles that have cited the current article.

  • Shengtong Di, Chao Jia, Weiguo Qiao, Weijiang Yu, and Kang Li, “Theoretical and Experimental Investigation of Characteristics of Single Fracture Stress-Seepage Coupling considering Microroughness,” Mathematical Problems in Engineering, vol. 2017, pp. 1–12, 2017. View at Publisher · View at Google Scholar