Slip line theory based stability analysis on the influence of deep excavation on adjacent slope

10.1155/2018/2041712

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Bibliographic Details
Main Authors: Zhou A., Li C., Jiang P., Yao K., Li N., Wang W.
Other Authors: CIVIL AND ENVIRONMENTAL ENGINEERING
Format: Article
Published: Hindawi Limited 2019
Online Access:http://scholarbank.nus.edu.sg/handle/10635/152643
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Institution: National University of Singapore
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spelling sg-nus-scholar.10635-1526432024-04-03T09:09:20Z Slip line theory based stability analysis on the influence of deep excavation on adjacent slope Zhou A. Li C. Jiang P. Yao K. Li N. Wang W. CIVIL AND ENVIRONMENTAL ENGINEERING 10.1155/2018/2041712 Mathematical Problems in Engineering 2018 2041712 2019-03-25T07:16:07Z 2019-03-25T07:16:07Z 2018 Article Zhou A., Li C., Jiang P., Yao K., Li N., Wang W. (2018). Slip line theory based stability analysis on the influence of deep excavation on adjacent slope. Mathematical Problems in Engineering 2018 : 2041712. ScholarBank@NUS Repository. https://doi.org/10.1155/2018/2041712 1024123X http://scholarbank.nus.edu.sg/handle/10635/152643 Hindawi Limited Scopus
institution National University of Singapore
building NUS Library
continent Asia
country Singapore
Singapore
content_provider NUS Library
collection ScholarBank@NUS
description 10.1155/2018/2041712
author2 CIVIL AND ENVIRONMENTAL ENGINEERING
author_facet CIVIL AND ENVIRONMENTAL ENGINEERING
Zhou A.
Li C.
Jiang P.
Yao K.
Li N.
Wang W.
format Article
author Zhou A.
Li C.
Jiang P.
Yao K.
Li N.
Wang W.
spellingShingle Zhou A.
Li C.
Jiang P.
Yao K.
Li N.
Wang W.
Slip line theory based stability analysis on the influence of deep excavation on adjacent slope
author_sort Zhou A.
title Slip line theory based stability analysis on the influence of deep excavation on adjacent slope
title_short Slip line theory based stability analysis on the influence of deep excavation on adjacent slope
title_full Slip line theory based stability analysis on the influence of deep excavation on adjacent slope
title_fullStr Slip line theory based stability analysis on the influence of deep excavation on adjacent slope
title_full_unstemmed Slip line theory based stability analysis on the influence of deep excavation on adjacent slope
title_sort slip line theory based stability analysis on the influence of deep excavation on adjacent slope
publisher Hindawi Limited
publishDate 2019
url http://scholarbank.nus.edu.sg/handle/10635/152643
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