Modeling method for predicting seepage of RCC dams considering time-varying and lag effect-Reference-Cited by-同舟云学术

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Modeling method for predicting seepage of RCC dams considering time-varying and lag effect

Published:2017-08-11 Issue:2 Volume:25 Page:e2081
ISSN:1545-2255
Container-title:Structural Control and Health Monitoring
language:en
Short-container-title:Struct Control Health Monit

Author:

Wei Bowen¹^ORCID,Gu Minghan¹,Li Huokun¹,Xiong Wei²,Xu Zhenkai¹

Affiliation:

1. School of Civil Engineering and Architecture; Nanchang University; Nanchang 330031 China

2. Jiangxi Province Institute of Water Conservancy and Sciences; Nanchang 330029 China

Funder

National Natural Science Foundation of China

Publisher

Wiley

Subject

Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference26 articles.

1. Fluid-solid coupling model based on endochronic damage for roller compacted concrete dam

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