Quantitative Study on the Influence of Alluvium Foundation on the Behavior of Concrete Face Rockfill Dam-Reference-Cited by-同舟云学术

Quantitative Study on the Influence of Alluvium Foundation on the Behavior of Concrete Face Rockfill Dam

Published:2022-09 Issue:9 Volume:22 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Wen Lifeng¹,Wu Li²,Li Yanlong³,Liu Yunhe³,Zhou Heng⁴,Li Bin⁵

Affiliation:

1. Associate Professor, State Key Laboratory of Eco-hydraulics in Northwest Arid Region of China, Xi’an Univ. of Technology, No. 5 South Jinhua Rd., Xi’an 710048, P.R. China (corresponding author).

2. Postgraduate Student, State Key Laboratory of Eco-hydraulics in Northwest Arid Region of China, Xi’an Univ. of Technology, No. 5 South Jinhua Rd., Xi’an 710048, P.R. China.

3. Professor, State Key Laboratory of Eco-hydraulics in Northwest Arid Region of China, Xi’an Univ. of Technology, No. 5 South Jinhua Rd., Xi’an 710048, P.R. China.

4. Professor, PowerChina Northwest Engineering Corporation Limited, No. 18 Zhangba East Rd., Xi’an 710065, P.R. China.

5. Senior Engineer, Tianjin Port Engineering Institute Ltd. of CCCC First Harbor Engineering Company Ltd., No. 1002 Dagu South Rd., Tianjin 30222, P.R. China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002501

Reference33 articles.

1. Modelling the response of Lechago earth and rockfill dam

2. Evaluation of overburden stress effects on liquefaction resistance at Duncan Dam

3. Global concurrent cross-scale nonlinear analysis approach of complex CFRD systems considering dynamic impervious panel-rockfill material-foundation interactions

4. Nonlinear Analysis of Stress and Strain in Soils

5. Long-Term Deformation Analysis of the Jiudianxia Concrete-Faced Rockfill Dam

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