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Slip Line Theory Based Stability Analysis on the Influence of Deep Excavation on Adjacent Slope
The impact of deep excavation to the stability of adjacent slope is evaluated based on the slip line theory. Stress field of slope under various excavation conditions is simulated by finite element method, while slip line field is determined by non-associated flow rule. Factor of safety is obtained...
Αποθηκεύτηκε σε:
| Κύριοι συγγραφείς: | , , , , , |
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| Μορφή: | Artigo |
| Γλώσσα: | Inglês |
| Έκδοση: |
Hindawi Limited
2018-01-01
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| Σειρά: | Mathematical Problems in Engineering |
| Διαθέσιμο Online: | http://dx.doi.org/10.1155/2018/2041712 |
| Ετικέτες: |
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