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Cui Yanqi. ANALYSIS OF ENERGY-SAVING IN THE RURAL HOUSING CONSTRUCTION[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(8): 61-63. doi: 10.13204/j.gyjz201008014
Citation: WANG Xiang, CHEN Fada, WU Xianguo, FENG Zongbao, CHEN Hongyu. Stability Evaluation of Working Faces of Shield Tunnels in Karst Based on Cloud Model and D-S Evidence Theory[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(11): 65-72. doi: 10.13204/j.gyjzG22011206

Stability Evaluation of Working Faces of Shield Tunnels in Karst Based on Cloud Model and D-S Evidence Theory

doi: 10.13204/j.gyjzG22011206
  • Received Date: 2022-01-12
  • During tunnelling with tunnel boring machines in karst, the complex geological environment has a larger impact on the stability of working faces of tunnels, which would caused risks such as destabilization of working faces. To accurately evaluate the stability of working faces and reduce construction risks, a safety evaluation method based on the cloud model and the D-S evidence theory was proposed to consider the complexity of effect factors, which could solve the problem of fuzzy uncertainty and high conflict of evaluation information. Based on a large number of engineering practices and literature research, a set of stability evaluation systems and criteria for working faces was established from 3 aspects: karst, construction and the influence of surrounding rock. The cloud model was used to obtain the correlation degree of evaluation indexes for risk levels and then transformed into basic probability assignment, and the D-S evidence theory was used to fuse and update the multi-source evidence information to realize the real-time evaluation for safety risk of working faces and determine the sensitivity factors based on the global sensitivity. The results of the practical application indicated that the stability grade for working faces of the evaluated section was Ⅱ and could keep relative stability, that was consistent with the actual construction situation.
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