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Numerical Study of Optimal Parameters on the High Filling Embankment Landslide Reinforced by the Portal Anti-Slide Pile

Crossref DOI link: https://doi.org/10.1007/s12205-020-1743-1

Published Print: 2020-05

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

Authors

Qiao, Shifan

Xu, Ping https://orcid.org/0000-0002-6978-6182
Teng, Jidong https://orcid.org/0000-0003-2841-1226
Sun, Xiao
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Text and Data Mining valid from 2020-05-01

Text and Data Mining valid from 2020-05-01

Version of Record valid from 2024-08-13
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This article is maintained by: Elsevier

Article Title: Numerical Study of Optimal Parameters on the High Filling Embankment Landslide Reinforced by the Portal Anti-Slide Pile

Journal Title: KSCE Journal of Civil Engineering

CrossRef DOI link to publisher maintained version: https://doi.org/10.1007/s12205-020-1743-1

Content Type: article

Copyright: Copyright © 2020 © Korean Society of Civil Engineers 2020 published by Elsevier inc. Published by Elsevier Inc.