Seismic reliability assessment of earth-rockfill dam slopes considering strain-softening of rockfill based on generalized probability density evolution method-Reference-Cited by-同舟云学术

Seismic reliability assessment of earth-rockfill dam slopes considering strain-softening of rockfill based on generalized probability density evolution method

Published:2018-04 Issue: Volume:107 Page:96-107
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Pang Rui,Xu Bin,Kong Xianjing,Zou Degao,Zhou Yang

Funder

National Key R&D Program of China

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference57 articles.

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3. Numerical simulation of the seismic response of the Zipingpu concrete face rockfill dam during the Wenchuan earthquake based on a generalized plasticity model;Zou;Comput Geotech,2013

4. Shaking table test and numerical simulation on the effect of reinforcement on the seismic safety of dam slopes;Zhu;J Harbin Inst Technol,2011

5. Seismic performance of earth-core and concrete-faced rock-fill dams by large-scale shaking table tests;Yuan;Soil Dyn Earthq Eng,2014

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