Technical Challenges and Design Features of the 247-m DaShiXia Concrete-Faced Sand-Gravel Dam

Author:

Chen Shengshui1,Fu Zhongzhi2ORCID,Mi Zhankuan3

Affiliation:

1. Professor, Senior Engineer, Dept. of Geotechnical Engineering, Nanjing Hydraulic Research Institute, 34 Hujuguan Rd., Nanjing 210024, PR China.

2. Professor, Senior Engineer, Dept. of Geotechnical Engineering, Nanjing Hydraulic Research Institute, 34 Hujuguan Rd., Nanjing 210024, PR China (corresponding author). ORCID: .

3. Professor, Senior Engineer, Key Laboratory of Reservoir and Dam Safety, Ministry of Water Resources, 34 Hujuguan Rd., Nanjing 210024, PR China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Arts and Humanities (miscellaneous),Building and Construction,Civil and Structural Engineering

Reference29 articles.

1. Bolzon G. D. Sterpi G. Mazzà and A. Frigerio. 2020. “Numerical analysis of dams.” In Proc. 15th ICOLD Int. Benchmark Workshop. Berlin: Springer.

2. Cao, K. M., Y. S. Wang, J. J. Xu, and S. H. Liu. 2008. Concrete face rockfill dam. Beijing: China Water Power Press.

3. Elastoplasticity constitutive model considering loading-induced deformation and creep behavior of coarse granular soils and its application;Chen S. S.;Chin. J. Geotech. Eng.,2019

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

5. Analysis of effects of ‘5.12’ Wenchuan earthquake on Zipingpu concrete face rock-fill dam;Chen S. S.;Chin. J. Geotech. Eng.,2008

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