Research on the deformation laws of buildings adjacent to shield tunnels in clay strata

被引:1
|
作者
Cai, Liping [1 ,2 ]
Shi, Kang [2 ]
Jiang, Feng [1 ]
Chen, Guanyi [3 ,4 ]
Xiao, Zhiyong [1 ]
Zheng, Chengcheng [1 ]
Zhang, Shuai [5 ]
Wu, Yue [1 ]
机构
[1] Shandong Univ Sci & Technol, Qingdao 266590, Peoples R China
[2] Qingdao City Univ, Qingdao 266106, Peoples R China
[3] Guangdong Honggao Construct Grp, Dongguan 523000, Peoples R China
[4] Changsha Univ Sci & Technol, Changsha 410114, Peoples R China
[5] Ludong Univ, Yantai 264025, Peoples R China
关键词
D O I
10.1038/s41598-023-50855-1
中图分类号
O [数理科学和化学]; P [天文学、地球科学]; Q [生物科学]; N [自然科学总论];
学科分类号
07 ; 0710 ; 09 ;
摘要
Earth pressure shields are widely used in tunnel construction due to their low environmental impact and mechanized operations. However, ensuring the stability of the excavation surface during the construction process is crucial. Any instability in the excavation surface can lead to soil destruction, such as body collapse or surface uplift. Additionally, the tunneling process can cause deformation disturbances to nearby buildings. In the case of Beijing Metro Line 17, detailed survey data and construction monitoring data were collected through field surveys and tests. The study combined theoretical analysis and numerical simulations to investigate the impact of shield tunneling in clay layers on neighboring buildings. The focus was on analyzing the physical deformation and the response law of influencing factors, such as stratum parameters and engineering effects on surface settlement, building inclination, and distortion. Furthermore, sensitivity analysis of the deformation impact was conducted, and corresponding measures for deformation control were proposed.
引用
收藏
页数:12
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