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Unified Overload Method of Slope Stability Analysis Based on Potential Sliding Direction

Crossref DOI link: https://doi.org/10.1007/s12205-017-1385-0

Published Print: 2018-09

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

Authors

Xue, Haibin

Dang, Faning

Yin, Xiaotao

Ding, Weihua
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Text and Data Mining valid from 2018-09-01

Text and Data Mining valid from 2018-09-01

Version of Record valid from 2024-08-20
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This article is maintained by: Elsevier

Article Title: Unified Overload Method of Slope Stability Analysis Based on Potential Sliding Direction

Journal Title: KSCE Journal of Civil Engineering

CrossRef DOI link to publisher maintained version: https://doi.org/10.1007/s12205-017-1385-0

Content Type: article

Copyright: Copyright © 2018 © Korean Society of Civil Engineers 2018 published by Elsevier inc. Published by Elsevier Inc.