盾构下穿高铁隧道力学解析模型及随机分析方法

doi:10.13229/j.cnki.jdxbgxb.20240720

Abstract

Abstract:

A mechanical model for shield tunneling underpassing high-speed railway tunnels that considers ground variability is developed， which can be used to analyze the randomness of longitudinal additional responses in high-speed railway tunnels induced by shield underpassing. The model accuracy was verified based on an engineering case study. The results indicate that： the longitudinal response characteristics of existing high-speed railway tunnels caused by shield tunnel underpassing can be captured by stochastic analysis， and the envelope range of additional responses in high-speed railway tunnels can also be provided， enabling a more objective evaluation of the impact of new shield underpassing construction to be made； the relationship of "deterministic result

Key words: tunnel engineering, shield tunneling, mechanical analytical model, random analysis method

CLC Number:

U455.43

Rui-zhen FEI,Li-min PENG,Cheng-hua SHI,Zu-xian WANG,Ji-qing ZHANG,Tian-qi ZHANG,Feng-tao LI. Mechanical analysis model and stochastic analysis method for shield tunneling under high-speed railway tunnel[J].Journal of Jilin University(Engineering and Technology Edition), 2026, 56(3): 734-745.

Figures/Tables 15

Fig.1

Fig.2

Fig.3

Fig.4

Table 1

Table 2

Fig.5

Fig.6

Fig.7

Fig.8

Table 3

Fig.9

Fig.10

Fig.11

Fig.12

References 28

[1]	Liang Rong-zhu.Simplified analytical method for evaluating the effects of overcrossing tunnelling on existing shield tunnels using the nonlinear Pasternak foundation model[J]. Soils and Foundations, 2019, 59(6):1711-1727.
[2]	宫亚峰, 王博, 魏海斌, 等. 基于Peck公式的双线盾构隧道地表沉降规律[J]. 吉林大学学报: 工学版, 2018, 48(5): 1411-1417.
	Gong Ya-feng, Wang Bo, Wei Hai-bin, et al. Surface subsidence law of double-line shield tunnel based
	on Peck formula[J]. Journal of Jilin University(Engineering and Technology Edition), 2018, 48(5): 1411-1417.
[3]	Avgerinos V, Potts D M, Standing J R. Numerical investigation of the effects of tunnelling on existing tunnels[J].Geotechnique,2017,67(9):808-822.
[4]	王磊, 杜佐龙, 何绍利, 等. 基于受力控制和位移控制有限元法的隧道开挖对土体自由位移场的影响[J]. 吉林大学学报: 工学版, 2008,38(3): 647-651.
	Wang Lei, Du Zuo-long, He Shao-li, et al. Displacement field in clay due to tunneling with force-controlled and displacement-controlled FEM[J]. Journal of Jilin University(Engineering and Technology Edition), 2008,38(3): 647-651.
[5]	Fei Rui-zhen, Peng Li-min, Zhang Chun-lei, et al. Centrifuge model test of parallel shield underneath high-speed railway tunnel[J]. Archives of Civil Engineering,2022, 68(3): 661-677.
[6]	Fei Rui-zhen, Peng Li-min, Zhang Chun-lei, et al. Experimental and Numerical studies of a shield twin tunnel undercrossing the existing high-speed railway tunnel[J]. Geotechnical and Geological Engineering, 2024, 42(3): 1871-1886.
[7]	张孟喜, 张靖, 吴应明, 等. 全风化岩层中双线盾构上穿近邻地铁隧道影响分析[J]. 土木工程学报, 2019, 52(9): 100-108.
	Zhang Meng-xi, Zhang Jing, Wu Ying-ming, et al.Analysisof double-line shield tunnel over-crossing subway tunnel in completely weathered rock formation[J]. China Civil Engineering Journal, 2019, 52(9): 100-108.
[8]	刘柳, 冯卫星. 基于NNBR模型的隧道盾构施工地表沉降实测与计算分析[J]. 吉林大学学报:工学版, 2021, 51(1): 245-251.
	Liu Liu, Feng Wei-xing. Field measurement and calculation analysis of tunnel shieldtunnel construction based on NNBR model[J]. Journal of Jilin University (Engineering and Technology Edition), 2021, 51(1): 245-251.
[9]	Fei Rui-zhen, Wu Hong-tao, Peng Li-min.Prediction and control of existing high-speed railway tunnel deformation induced by shield undercrossing based on BO-XGboost[J]. Sustainability, 2024, 16(23): No.10563.
[10]	陈城, 史培新, 贾鹏蛟, 等. 基于MK-LSTM算法的盾构掘进参数相关性分析及结构变形预测[J]. 吉林大学学报:工学版, 2024, 54(6): 1624-1633.
	Chen Cheng, Shi Pei-xin, Jia Peng-jiao, et al. Correlation analysis of shield driving parameters and structural deformation prediction based on MK-LSTM algorithm[J]. Journal of Jilin University(Engineering and Technology Edition), 2024, 54(6): 1624-1633.
[11]	Liang R Z, Xia T D, Hong Y, et al. Effects of above-crossing tunnelling on the existing shield tunnels[J]. Tunnelling and Underground Space Technology, 2016, 58: 159-176.
[12]	梁荣柱, 宗梦繁, 康成, 等. 考虑隧道剪切效应的隧道下穿对既有盾构隧道的纵向影响[J]. 浙江大学学报:工学版, 2018, 52(3): 420-430.
	Liang Rong-zhu, Zong Meng-fan, Kang Cheng,et al.Longitudinal impacts of existing shield tunnel due to down-crossing tunnelling considering shield tunnel shearing effect[J]. Journal of Zhejiang University(Engineering Science), 2018, 52(3): 420-430.
[13]	甘晓露, 俞建霖, 龚晓南, 等. 新建双线隧道下穿对既有盾构隧道影响研究[J]. 岩石力学与工程学报, 2020, 39(): 3586-3594.
	Gan Xiao-lu, Yu Jian-lin, Gong Xiao-nan, et al. Effects of twin tunneling underneath on existing shield tunnels[J]. Chinese Journal of Rock Mechanics and Engineering, 2020, 39(Sup.2): 3586-3594.
[14]	刘维正, 戴晓亚, 孙康, 等. 地铁盾构隧道近距离上穿既有线路纵向变形计算方法[J]. 岩土力学, 2022, 43(3): 831-842.
	Liu Wei-zheng, Dai Xiao-ya, Sun Kang,et al. Calculation method of longitudinal deformation of metro shield tunnel overpassing existing line at short distance[J]. Rock and Soil Mechanics, 2022, 43(3): 831-842.
[15]	张志伟, 梁荣柱, 高坤, 等. 考虑管片环间接头弱化的新建隧道上穿引起既有盾构隧道纵向变形分析[J]. 岩石力学与工程学报, 2022, 41(): 2956-2969.
	Zhang Zhi-wei, Liang Rong-zhu, Gao Kun,et al.Analysis of longitudinal displacement of existing shield tunnel due to construction of above-crossing new tunnel considering the weakening of circumferential joint[J]. Chinese Journal of Rock Mechanics and Engineering, 2022, 41(Sup.1): 2956-2969.
[16]	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.
	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.
[17]	李健斌, 陈健, 程红战, 等. 考虑空间变异性的盾构隧道地层力学响应敏感性分析[J]. 岩石力学与工程学报, 2019, 38(8): 1667-1676.
	LI Jian-bin, Chen Jian, Cheng Hong-zhan, et al.Sensitivity analysis of mechanical parameters to surrounding-soil response induced by shield tunneling considering spatial variability[J]. Chinese Journal of Rock Mechanics and Engineering, 2019, 38(8): 1667-1676.
[18]	张晋彰, 黄宏伟, 张东明, 等. 考虑参数空间变异性的隧道结构变形分析简化方法[J]. 岩土工程学报, 2022, 44(1): 134-145.
	Zhang Jin-zhang, Huang Hong-wei, Zhang Dong-ming, et al. Simplified methods for deformation analysis of tunnel structures considering spatial variability of soil properties[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(1): 134-145.
[19]	陈扬, 袁宗义, 梁禹. 考虑土体空间变异性的管廊基坑开挖过程中变形及能量演化特征分析[J]. 科学技术与工程, 2022, 22(17): 7127-7134.
	Chen Yang, Yuan Zong-yi, Liang Yu. Analysis on deformation and energy evolution characteristics during pipeline gallery foundation pit excavation considering soil spatial variability[J]. Science Technology and Engineering, 2022, 22(17): 7127-7134.
[20]	蒋水华,李剑平,黄劲松,等.结构面力学参数空间变异性表征及边坡可靠性分析[J].岩石力学与工程学报,2022,41():2834-2845.
	Jiang Shui-hua, Li Jian-ping, Huang Jin-song, et al. Spatialvariability characterization of the mechanical parameters of structural planes and reliability analysis ofrock slopes[J]. Chinese Journal of Rock Mechanics and Engineering, 2022,41(Sup.1): 2834-2845.
[21]	张轩煜, 施成华, 孙晓贺, 等. 基于随机场理论的顶管隧道施工地表变形特性分析[J]. 中南大学学报:自然科学版, 2023, 54(6): 2174-2189.
	Zhang Xuan-yu, Shi Cheng-hua, Sun Xiao-he, et al. Analysis of surface deformation characteristics of pipejacking construction based on random field theory[J].Journal of Central South University(Science and Technology), 2023, 54(6): 2174-2189.
[22]	Liang R Z, Xia T D, Huang M S, et al. Simplified analytical method for evaluating the effects of adjacent excavation on shield tunnel considering the shearing effect[J]. Computers and Geotechnics, 2017, 81: 167-187.
[23]	Loganathan N, Poulos H G. Analytical prediction for tunneling-induced ground movements in clays[J]. Journal of Geotechnical and Geoenvironmental Engineering, 1998, 124(9): 846-856.
[24]	施成华, 郑晓悦, 王祖贤, 等. 考虑地层变异性的新建隧道下穿引起既有盾构隧道纵向变形的随机分析方法[J]. 中南大学学报:自然科学版, 2024, 55(2): 500-512.
	Shi Cheng-hua, Zheng Xiao-yue, Wang Zu-xian, et al. Random analysis method for longitudinal deformation of existing shield tunnels induced by new tunnelling underpass considering geological uncertainty[J].Journal of Central South University(Science and Technology), 2024, 55(2): 500-512.
[25]	GB 50010 ——2010. 混凝土结构设计规范[M].
[26]	Phoon K K, Kulhawy F H. Characterization of geotechnical variability[J]. Canadian Geotechnical Journal, 1999, 36(4): 612-624.
[27]	蒋彪, 皮圣, 阳军生, 等. 长沙地铁典型地层盾构施工地表沉降分析与预测[J]. 地下空间与工程学报, 2016, 12(1): 181-187.
	Jiang Biao, Pi Sheng, Yang Jun-sheng, et al.Analysis and prediction of ground surface settlements due to EPB shield tunneling of changsha metro[J]. Chinese Journal of Underground Space and Engineering, 2016, 12(1): 181-187.
[28]	林志军. 地铁盾构隧道下穿既有高铁隧道施工影响及控制技术研究[D]. 长沙: 中南大学土木工程学院, 2013.
	Lin Zhi-jun. Study on the effect of construction of undercrossing shield tunnel on the existing high-speed railway tunnel and its control technology[D]. Changsha: School of Civil Engineering,Central South University, 2013.

Related Articles 14

[1]	Zheng-nan LIU,Jia-wei TANG,Wei-ke ZHANG,Xing-chong CHEN,Hua-jun MA. Hysteresis characteristic of the friction damper with replaceable rubber in steel pipe and its application in self-centering bridge pier [J]. Journal of Jilin University(Engineering and Technology Edition), 2026, 56(2): 407-415.
[2]	Hao ZHANG,Yi-yan CHEN,Jun-yu YE,Ju-can DONG,Qiu ZHAO. Experiment on bending-torsional performance of super- span box girders with corrugated steel webs [J]. Journal of Jilin University(Engineering and Technology Edition), 2026, 56(1): 209-218.
[3]	Fang-xu WANG,Shi-zhong LIU,Xia-lin YANG,Ning JIANG,Xin-yi LIU,Chi MA. Calculation method of deflection of composite box beam with considering the deformation of the steel truss web [J]. Journal of Jilin University(Engineering and Technology Edition), 2025, 55(8): 2619-2629.
[4]	Fu-cheng ZHOU,Yuan-hai ZHANG,Yan-hong WEI. Transverse bending moment analysis considering the influence of the distortion warping stress distribution range of the corrugated steel webs [J]. Journal of Jilin University(Engineering and Technology Edition), 2025, 55(11): 3498-3506.
[5]	Chao ZHANG,Zheng-rong ZHAO,You-jun XU,Xu-zhi NIE. Shear deformation and failure characteristics of precast utility tunnel joints by foundation [J]. Journal of Jilin University(Engineering and Technology Edition), 2025, 55(10): 3262-3273.
[6]	Jian-qing BU,Zhi-bo GUO,Ji-ren ZHANG,Jing-chuan XUN,Xiao-ming HUANG. Finite element analysis method for mechanical properties of steel⁃concrete composite beam bridges with multiple damages [J]. Journal of Jilin University(Engineering and Technology Edition), 2023, 53(6): 1621-1637.
[7]	Ya-na MAO,Shi-zhong LIU,Jian XING,Hua YANG,Yu-bo JIAO. Bond⁃slip characterization between ultra⁃high performance glass sand concrete and high⁃strength reinforcement based on acoustic emission parameters [J]. Journal of Jilin University(Engineering and Technology Edition), 2023, 53(6): 1686-1694.
[8]	Zhi-qiang HAN,Gang XIE,Yong-jun ZHOU,Shi-zhong LIU,Min-jie JIN. Numerical analysis method of vehicle⁃bridge coupling vibration of curved bridge [J]. Journal of Jilin University(Engineering and Technology Edition), 2023, 53(2): 515-522.
[9]	Jin-song ZHU,Ya-ting QIN,Zhou-qiang LIU. Section optimization design of prestressed UHPC-NC composite beams [J]. Journal of Jilin University(Engineering and Technology Edition), 2023, 53(11): 3151-3159.
[10]	Guo-jun YANG,Qi-wei TIAN,Ming-hang LYU,Yong-feng DU,Guang-wu TANG,Zong-jian HAN,Yi-duo FU. Review of mechanic characteristics of tunnel⁃type anchorage of long⁃span suspension bridge [J]. Journal of Jilin University(Engineering and Technology Edition), 2022, 52(6): 1245-1263.
[11]	Zhi-yuan YUANZHOU,Bo-hai JI,Jun-yuan XIA,Tong SUN. Pneumatic impact test on rib⁃to⁃diaphragm fatigue crack of steel box girder [J]. Journal of Jilin University(Engineering and Technology Edition), 2022, 52(12): 2883-2891.
[12]	Chun-liang LI,Zhi-hao LIN,Luo-luo ZHAO. Effect of damaged hinge joint and damaged slab on transverse force of hollow slab bridge [J]. Journal of Jilin University(Engineering and Technology Edition), 2021, 51(2): 611-619.
[13]	GONG Ya-feng, WANG Bo, WEI Hai-bin, HE Zi-heng, HE Yu-long, SHEN Yang-fan. Surface subsidence law of double-line shield tunnel based on Peck formula [J]. Journal of Jilin University(Engineering and Technology Edition), 2018, 48(5): 1411-1417.
[14]	LI Chun-liang, WANG Guo-qiang, LIU Fu-shou, ZHAO Kai-jun. Mechanical behavior analysis of shield segment structure [J]. 吉林大学学报(工学版), 2011, 41(6): 1669-1674.

Metrics

Viewed

Full text

Abstract

Cited

Shared

Discussed

Comments

Recommended 0

No Suggested Reading articles found!

参数	数值
土仓压力/10⁵Pa	0.8~1.2
总推力/MN	11.5~12.5
刀盘扭矩/（MN·m）	2.6~2.9
刀盘转速/（r·min^-1）	1.4~1.6
掘进速度/（mm·min^-1）	20~25
同步注浆量/m³	6.9~7.1
同步注浆压力/MPa	0.24~0.28
出土量/m³	60~62
二次注浆压力/MPa	0.3~0.5
二次注浆量/m³	1.0~1.4

Mechanical analysis model and stochastic analysis method for shield tunneling under high-speed railway tunnel

RICH HTML

PDF (PC)