Slip line theory based stability analysis on the influence of deep excavation on adjacent slope
10.1155/2018/2041712
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Main Authors: | , , , , , |
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格式: | Article |
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Hindawi Limited
2019
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在線閱讀: | http://scholarbank.nus.edu.sg/handle/10635/152643 |
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機構: | National University of Singapore |