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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...
Kaydedildi:
| Asıl Yazarlar: | , , , , , |
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| Materyal Türü: | Artigo |
| Dil: | Inglês |
| Baskı/Yayın Bilgisi: |
Hindawi Limited
2018-01-01
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| Seri Bilgileri: | Mathematical Problems in Engineering |
| Online Erişim: | http://dx.doi.org/10.1155/2018/2041712 |
| Etiketler: |
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