Predicting the Earthquake-Induced Permanent Deformation of Concrete Face Rockfill Dams Using the Strain-Potential Concept in the Finite-Element Method-Reference-Cited by-同舟云学术

Predicting the Earthquake-Induced Permanent Deformation of Concrete Face Rockfill Dams Using the Strain-Potential Concept in the Finite-Element Method

Published:2017-11 Issue:11 Volume:17 Page:04017100
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Fu Zhongzhi¹,Chen Shengshui²,Wang Tingbo³

Affiliation:

1. Senior Engineer, Geotechnical Engineering Dept., Nanjing Hydraulic Research Institute, 34 Hujuguan Rd., Nanjing 210024, China (corresponding author).

2. Professor, Key Laboratory of Failure Mechanism and Safety Control Techniques of Earth-Rock Dams, Ministry of Water Resource, 225 Guangzhou Rd., Nanjing 210029, China.

3. Ph.D. Candidate, Geotechnical Engineering Dept., Nanjing Hydraulic Research Institute, 34 Hujuguan Rd., Nanjing 210024, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001010

Reference55 articles.

1. The influence of confining pressure on the shear strength of compacted rockfill

2. Seismic responses of high concrete face rockfill dams: A case study

3. Impact of the ‘5.12’ Wenchuan earthquake on Zipingpu concrete face rock-fill dam and its analysis;Chen S. S.;Geomech. Geoeng.,2009

4. Earthquake-induced permanent deformation of concrete face rockfill dams;Chen S. S.;Chin. J. Geotech. Eng.,1990

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