Deformation of tunnels in service induced by ground surface surcharge based on 3D random field

TIAN Ning; CHEN Jian; TIAN Kai-wei; ZHOU Ning-xi; HUANG Jue-hao

doi:10.11779/CJGE2022S2026

Volume 44 Issue S2

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Chinese Journal of Geotechnical Engineering > 2022 > 44(S2): 120-124. > DOI: 10.11779/CJGE2022S2026

TIAN Ning, CHEN Jian, TIAN Kai-wei, ZHOU Ning-xi, HUANG Jue-hao. Deformation of tunnels in service induced by ground surface surcharge based on 3D random field[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(S2): 120-124. DOI: 10.11779/CJGE2022S2026

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Deformation of tunnels in service induced by ground surface surcharge based on 3D random field

TIAN Ning^{1, 2,},
CHEN Jian^{1, 2, 3, 4, ,},
TIAN Kai-wei^{1, 2},
ZHOU Ning-xi^{1, 2},
HUANG Jue-hao^{1, 2}

1.
State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China
2.
University of Chinese Academy of Sciences, Beijing 100049, China
3.
Hubei Key Laboratory of Geo-Environmental Engineering, Wuhan 430071, China
4.
China-Pakistan Joint Research Center on Earth Sciences, Islamabad, Pakistan

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Received Date: December 07, 2022
Available Online: March 26, 2023

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Abstract

With the rapid development of urban infrastructure and the further development of rail transit, the existing shield tunnels will inevitably be affected by the surrounding construction. The adjacent construction will cause the stress redistribution of the soil around the existing tunnels, thus causing additional deformation of the tunnels. The influences of ground surface surcharge on the deformation of the tunnels in service are studied in the three-dimensional spatially variable soil. The probabilistic analysis of the vertical settlement of the shield tunnels is investigated by using the finite element method and the random field theory. The influences of the scale of fluctuation and coefficient of variation on the probability of failure of the tunnel deformation are revealed as well. A simplified equivalent deterministic analysis method is proposed based on the random analysis results. The conclusions provide a simplified method for considering the spatial variability of soil parameters in similar engineering problems.
- 3D random field,
- spatial variability,
- ground surface surcharge,
- tunnel,
- random finite element method

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[1]	HUANG H W, et al. Resilience analysis of shield tunnel lining under extreme surcharge: characterization and field application[J]. Tunnelling and Underground Space Technology, 2016, 51: 301–312. doi: 10.1016/j.tust.2015.10.044
[2]	ZHANG J Z, et al. Effect of ground surface surcharge on deformational performance of tunnel in spatially variable soil[J]. Computers and Geotechnics, 2021, 136: 104229. doi: 10.1016/j.compgeo.2021.104229
[3]	王如路, 张冬梅. 超载作用下软土盾构隧道横向变形机理及控制指标研究[J]. 岩土工程学报, 2013, 35(6): 1092–1101. http://cge.nhri.cn/cn/article/id/15080 WANG Ru-lu, ZHANG Dong-mei. Mechanism of transverse deformation and assessment index for shield tunnels in soft clay under surface surcharge[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(6): 1092–1101. (in Chinese) http://cge.nhri.cn/cn/article/id/15080
[4]	VANMARCKE E H. Probabilistic modeling of soil profiles[J]. Journal of the Geotechnical Engineering Division, 1977, 103(11): 1227–1246. doi: 10.1061/AJGEB6.0000517
[5]	田宁, 陈健, 尤伟军, 等. 不排水抗剪强度的旋转各向异性非平稳随机场模拟[J]. 岩土工程学报, 2021, 43(增刊2): 92–95. doi: 10.11779/CJGE2021S2022 TIAN Ning, CHEN Jian, YOU Wei-jun, et al. Simulation of undrained shear strength by rotated anisotropy with non-stationary random field[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(S2): 92–95. (in Chinese) doi: 10.11779/CJGE2021S2022
[6]	TIAN N, CHEN J, YU S, et al. Evaluation of slope reliability considering the rotation of the correlation structure of soil properties[J]. IOP Conference Series: Earth and Environmental Science, 2021, 861(6): 062020. doi: 10.1088/1755-1315/861/6/062020
[7]	HUANG H W, XIAO L, ZHANG D M. . Influence of spatial variability of soil Young's modulus on tunnel convergence in soft soils[J]. Engineering Geology, 2017, 228: 357–370. doi: 10.1016/j.enggeo.2017.09.011
[8]	CHENG H Z, CHEN J, LI J B. Probabilistic analysis of ground movements caused by tunneling in a spatially variable soil[J]. International Journal of Geomechanics, 2019, 19(12): 401925.
[9]	李健斌, 陈健, 罗红星, 等. 基于随机场理论的双线盾构隧道地层变形分析[J]. 岩石力学与工程学报, 2018, 37(7): 1748–1765. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201807019.htm LI Jian-bin, CHEN Jian, LUO Hong-xing, et al. Study on surrounding soil deformation induced by twin shield tunneling based on random field theory[J]. Chinese Journal of Rock Mechanics and Engineering, 2018, 37(7): 1748–1765. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201807019.htm

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Deformation of tunnels in service induced by ground surface surcharge based on 3D random field

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