Influence of Pipeline Leakage on the Ground Settlement around the Tunnel during Shield Tunneling

Xin Shi, Yi Cao, Chuanxin Rong (), Gangjian An, Houliang Wang and Linzhao Cui
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Xin Shi: Engineering Research Center of Underground Mine Construction, Ministry of Education, Anhui University of Science and Technology, Huainan 232001, China
Yi Cao: Engineering Research Center of Underground Mine Construction, Ministry of Education, Anhui University of Science and Technology, Huainan 232001, China
Chuanxin Rong: Engineering Research Center of Underground Mine Construction, Ministry of Education, Anhui University of Science and Technology, Huainan 232001, China
Gangjian An: The Fourth Engineering Co., Ltd. of China Railway No.4 Engineering Group, Hefei 230012, China
Houliang Wang: Anhui Construction Engineering Group Co., Ltd., Bengbu 233000, China
Linzhao Cui: Anhui Construction Engineering Group Co., Ltd., Bengbu 233000, China

Sustainability, 2022, vol. 14, issue 24, 1-19

Abstract: Shield tunneling is widely used in urban subway tunnel construction. Old urban underground pipelines generally have small leakages that are difficult to find. The water leakage significantly reduces the stability of the stratum, posing a threat to the safety of tunnel shield construction. Therefore, this study established 2D and 3D calculation models for analyzing the law of the leakage diffusion in the ground under water pressure, and the influences of the pipeline leakage range and leakage length on the changes in ground settlement during shield tunneling. The 2D model calculation results show that seepage water mainly diffuses vertically under gravity. As the pipeline leakage gradually reaches a predetermined depth, the simulation results tend to be consistent with the test results. The 3D model is more accurate than the theoretical solution in predicting the ground settlement because it can consider the influences of repeated disturbances in twin tunnel shield construction. The maximum ground surface settlement increases with the extent of the leakage length and leakage range, and the range is the main factor determining the settlement. At the interior of the ground, the seepage water has a greater impact on areas with strong disturbances and large soil losses.

Keywords: shield construction; pipeline leakage; ground settlement; numerical simulation (search for similar items in EconPapers)
JEL-codes: O13 Q Q0 Q2 Q3 Q5 Q56 (search for similar items in EconPapers)
Date: 2022
References: View references in EconPapers View complete reference list from CitEc
Citations: View citations in EconPapers (2)

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