Simulation Research for the Excavation Stability of IV Brittle Rock Based on Vault Settlement Effect

Abstract:

Due to the brittle rock deformation is not obvious, and the destruction process has the features of sudden and concealment, it is often neglected in the field during construction. In this paper, Brittle rock was selected as the research object. Using the vault subsidence as monitoring parameters, the excavation process was simulated in single line tunnel by the finite element analysis tool of ANSYS, we obtain the maximum displacement of brittle rock and stress variation with time. Then the subsidence effect of different buried condition were analyzed, to determine the stability period of IV Brittle surrounding rock. The research results can be used to guide the development of the monitoring standard, in underground engineering construction of the brittle rock.

• Periodical: Applied Mechanics and Materials (Volume 681)
• Pages: 209-213
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.681.209
• Online since: October 2014
• Authors: Ke Ling Liu, Long Guo
• Keywords: Brittle Rock, Excavation Stability, Vault Settlement Effect

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