Analysis of the Effect of Natural Slope Stability due to Tunnel Excavation in Mountainous Areas

Xu Li Liang; Fei Wang; Gang Li Hao

doi:10.4028/www.scientific.net/AMR.690-693.938

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 690-693Analysis of the Effect of Natural Slope Stability...

Analysis of the Effect of Natural Slope Stability due to Tunnel Excavation in Mountainous Areas

Abstract:

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.

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Periodical:

Advanced Materials Research (Volumes 690-693)

Pages:

938-942

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.690-693.938

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Online since:

May 2013

Authors:

Xu Li Liang, Fei Wang, Gang Li Hao

Keywords:

Influence Function Method, Mountainous Area, Natural Slope, Rock Mass Displacement, Tunnel Excavation

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References

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