| Autor: |
Liang, Xu Li, Wang, Fei, Hao, Gang Li |
| Zdroj: |
Advanced Materials Research; May 2013, Vol. 690 Issue: 1 p938-942, 5p |
| Abstrakt: |
The effect of natural slope stability due to the tunnel excavation in mountainous areas is studied used influence function method, and one tunnel excavation project in Hebei province was analyzed, the theoretical results obtained are in good agreement with the real monitoring data, therefore, the influence function method can be effectively used to predict the ground displacement caused by tunnel excavation in mountainous area, which could provide the basis for the evaluation of the safety of such works. |
| Databáze: |
Supplemental Index |
| Externí odkaz: |
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