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

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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Summary:10.1155/2018/2041712

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