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

WANG Xiang; CHEN Fada; WU Xianguo; FENG Zongbao; CHEN Hongyu

doi:10.13204/j.gyjzG22011206

Volume 53 Issue 11

Nov. 2023

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2023 > 53(11): 65-72

Yang Jun, Xu Wei. THE LOADED SWELLING RATIO TEST AND MODEL PREDICTION OF WEATHERED SAND IMPROVED EXPANSIVE SOIL UNDER FREEZE-THAW CYCLES[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(1): 113-117. doi: 10.13204/j.gyjz201501022

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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

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

doi: 10.13204/j.gyjzG22011206

1. Guiyang Urban Rail Transit Co., Ltd., Guiyang 550091, China;
2. School of Civil and Hydraulic Engineering, Huazhong University of Science and Technology, Wuhan 430074, China;
3. School of Civil and Environmental Engineering, Nanyang Technological University, Singapore 639798, Singapore

Received Date: 2022-01-12

Abstract

Abstract

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.
- karst,
- shield tunnel,
- stability of working face,
- cloud model,
- D-S evidence theory,
- sensitivity analysis

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References

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