Safety evaluation with observational data and numerical analysis of Langyashan reinforced concrete face rockfill dam

Author:

Qin XiangnanORCID,Gu ChongshiORCID,Shao Chenfei,Chen Yue,Vallejo LuisORCID,Zhao Erfeng

Funder

National Natural Science Foundation of China

National Key R&D Program of China

Priority Academic Program Development of Jiangsu Higher Education Institutions

State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering

Key R&D Program of Guangxi

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference23 articles.

1. Chen Y et al (2019) Parameter sensitivity and inversion analysis for a concrete face Rockfill dam based on CS-BPNN. Adv Civ Eng 2019:1–17

2. Clements RP (1984) Post-construction deformation of rockfill dams. J Geotech Eng 110(7):821–840

3. Duncan JM, Chang CY (1970) Non-linear analysis of stress and strain in soils. J Soil Mech Found Div 96(5):1629–1653

4. Duncan JM, Byrne P, Wong KS, et al. (1980) Stress-Strain and bulk modulus parameters for finite element analysis of stress and movements in soil masses. University of California: Berkeley

5. Guo Q et al (2016) Response surface and genetic method of deformation back analysis for high core rockfill dams. Comput Geotech 74:132–140

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