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A platform for research: civil engineering, architecture and urbanism
Analysis of the Effect of Natural Slope Stability due to Tunnel Excavation in Mountainous Areas
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.
Analysis of the Effect of Natural Slope Stability due to Tunnel Excavation in Mountainous Areas
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.
Analysis of the Effect of Natural Slope Stability due to Tunnel Excavation in Mountainous Areas
Advanced Materials Research ; 690-693 ; 938-942
2013-05-14
5 pages
Article (Journal)
Electronic Resource
English
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