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Modeling lateral enlargement in dam breaches using slope stability analysis based on circular slip mode

Crossref DOI link: https://doi.org/10.1016/j.enggeo.2016.04.027

Published Print: 2016-07

Update policy: https://doi.org/10.1016/elsevier_cm_policy

Authors

Wang, Lin

Chen, Zuyu

Wang, Naixin

Sun, Ping

Yu, Shu

Li, Shouyi

Du, Xiaohu
Funding

Funding for this research was provided by:

National Basic Research Program of China (2013CB0364)

National Basic Research Program of China (2013CB035401)

National Natural Sciences Foundation of China (51579208)

National Natural Sciences Foundation of China (51309260)
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This article is maintained by: Elsevier

Article Title: Modeling lateral enlargement in dam breaches using slope stability analysis based on circular slip mode

Journal Title: Engineering Geology

CrossRef DOI link to publisher maintained version: https://doi.org/10.1016/j.enggeo.2016.04.027

Content Type: article

Copyright: © 2016 Elsevier B.V. All rights reserved.