考虑多因素的类矩形盾构施工引起土体竖向位移研究

doi:10.13722/j.cnki.jrme.2017.1032

Abstract
Figure/Table
References (0)
Related Citation (15)

Download: PDF (550 KB) HTML (1 KB)
Export: BibTeX | EndNote (RIS)

Abstract Based on the Mindlin displacement solution and the stochastic medium theory，the vertical displacement of soil caused by the construction of the quasi-rectangular shield was derived considering the bulkhead additional thrust，the friction between the shield and the soil，the additional grouting pressure and the soil loss. A convergence mode coefficient ? at tunneling face and a revised formula of longitudinal loss rate were presented. The predicted vertical displacements agree with the measured values and reflect the process of uplift and gradual settlement of longitudinal settlement curve in the vicinity and at rear of the excavation front. The ground settlement increases with the depth. The soil settlement on two sides of the tunnel axis is larger than that above the axis and the settlement curve is W-shaped. The method proposed in this paper can also be used to analyze the cases that pressure of soil chamber is unequal. In such cases，the settlement curve in front of the excavation surface is no longer symmetrical. The bulkhead additive thrust decreases and the surface settlement increases in front of the excavation face.

Key words： soil mechanics quasi-rectangular shield multiple factors vertical displacement of soil convergence mode of tunnelling face stochastic medium theory Mindlin solution

	Service

	E-mail this article
	Add to my bookshelf
	Add to citation manager
	E-mail Alert
	RSS
	Articles by authors
	WEI Gang1
	ZHANG Xinhai2
	XU Yinfeng1

Cite this article:

WEI Gang1,ZHANG Xinhai2,XU Yinfeng1. Deriving vertical displacement of ground due to quasi-rectangular shield tunneling considering multiple factors[J]. , 2018, 37(1): 199-208.

URL:

https://rockmech.whrsm.ac.cn/EN/10.13722/j.cnki.jrme.2017.1032 OR https://rockmech.whrsm.ac.cn/EN/Y2018/V37/I1/199

[1] NAKAMURA H，KUBOTA T，FURUKAWA M，et al. Unified construction of running track tunnel and crossover tunnel for subway by rectangular shape double track cross-section shield machine[J]. Tunnelling and Underground Space Technology，2003，18(2)：253–262.
[2] PECK R B. Deep excavations and tunneling in soft ground[C]// Proceedings of the 7th International Conference on Soil Mechanics and Foundation Engineering. Mexico City：[s. n.]，1969：225–290.
[3] 吴华君，魏纲. 近距离双线平行盾构施工引起的土体沉降计算[J]. 现代隧道技术，2014，51(2)：63–69.(WU Huajun，WEI Gang. The calculation of soil settlement induced by construction of twin parallel shield tunnels with a small-interval[J]. Modern Tunnelling Technology，2014，51(2)：63–69.(in Chinese))
[4] SAGASETA C. Analysis of undrained soil deformation due to ground loss[J]. Geotechnique，1987，37(3)：301–320.
[5] 魏纲. 盾构法隧道统一土体移动模型的建立[J]. 岩土工程学报，2007，29(4)：554–559.(WEI Gang. Establishment of a uniform ground movement pattern of shield tunnel[J]. Chinese Journal of Geotechnical Engineering，2007，29(4)：554–559.(in Chinese))
[6] 阳军生，刘宝琛. 城市隧道施工引起的地表移动及变形[M]. 北京：中国铁道出版社，2002：7–52.(YANG Junsheng，LIU Baochen. Ground movement and deformation induced by urban tunnel construction[M]. Beijing：China Railway Publishing House，2002： 7–52.(in Chinese))
[7] 韩煊，李宁. 隧道施工引起地层位移预测模型的对比分析[J]. 岩石力学与工程学报，2007，26(3)：594–600.(HAN Xuan，LI Ning. Comparative analysis of strata prediction models for ground movement induced by tunnel construction[J]. Chinese Journal of Rock Mechanics and Engineering，2007，26(3)：594–600.(in Chinese))
[8] 廖少明，余炎，白廷辉，等. 盾构隧道叠交施工引起的土层位移场分布规律[J]. 岩土工程学报，2006，28(4)：485–490.(LIAO Shaoming，YU Yan，BAI Tinghui，et al. Distribution of ground displacement field owing to two overlapped shield tunneling interaction[J]. Chinese Journal of Geotechnical Engineering，2006，28(4)：485–490.(in Chinese))
[9] 魏纲，庞思远. 基于有限元模拟的双线平行盾构隧道近距离界定[J]. 市政技术，2014，32(1)：76–80.(WEI Gang，PANG Siyuan. The definition of close range between parallel shield tunnels based on numerical simulation[J]. Municipal Engineering Technology，2014，32(1)：76–80.(in Chinese))
[10] HE C，FENG K，FANG Y，et al. Surface settlement caused by twin-parallel shield tunnelling in sandy cobble strata[J]. Journal of Zhejiang University-Science A：Applied Physics and Engineering，2012，13(11)：858–869.
[11] 汤继新，王柳善，季昌，等. 类矩形土压平衡盾构掘进引起的地层变形三维数值分析[J]. 华东交通大学学报，2016，33(1)：9–15. (TANG Jixin，WANG Liushan，JI Chang，et al. Three-dimensional numerical analysis of ground deformation induced by quasi rectangle EPB shield tunneling[J]. Journal of East China Jiaotong University，2016，33(1)：9–15.(in Chinese))
[12] 司金标，朱瑶宏，季昌，等. 软土层中类矩形盾构掘进施工引起地层竖向变形实测与分析[J]. 岩石力学与工程学报，2017，36(6)：1 551–1 559.(SI Jinbiao，ZHU Yaohong，JI Chang，et al. Measurement and analysis of vertical deformation of stratum induced by quasi-rectangular shield tunneling in soft ground[J]. Chinese Journal of Rock Mechanics and Engineering，2017，36(6)：1 551–1 559.(in Chinese))
[13] 陈昂，张雪辉，白云，等. 类矩形土压平衡盾构施工附加应力分析[J]. 岩石力学与工程学报，2017，36(7)：1 813–1 819.(CHEN Ang，ZHANG Xuehui，BAI Yun，et al. Analysis of the superimposed stress of soil layer induced by quasi rectangle EPB shield tunneling[J]. Chinese Journal of Rock Mechanics and Engineering，2017，36(7)： 1 813–1 819.(in Chinese)).
[14] 刘畅，周顺华，季昌，等. 类矩形盾构隧道施工期上浮影响因素分析[J]. 华东交通大学学报，2016，33(1)：94–99.(LIU Chang，ZHOU Shunhua，JI Chang，et al. Influence factor analysis for upward floating of quasi rectangle shield tunnel in construction period[J]. Journal of East China Jiaotong University，2016，33(1)：94–99.(in Chinese))
[15] 陈金铭，季昌，周顺华，等. 软土地区类矩形土压平衡盾构隧道施工期地层沉降规律[J]. 现代隧道技术，2016，36(增1)：257–264. (CHEN Jinming，JI Chang，ZHOU Shunhua，et al. Settlement law of stratum in soft ground area during construction period of quasi-rectangular EPB shield[J]. Modern Tunnelling Technology，2016，36(Supp.1)：257–264.(in Chinese))
[16] MINDLIN R D. Force at a point in the interior of a semi-infinite solid[J]. Physics，1936，7(5)：195–202.
[17] VERRUIJT A，BOOKER J R. Surface settlements due to deformation of a tunnel in an elastic half plane[J]. Geotechnique，1996，46(4)：753–756.
[18] LOGANATHAN N，POULOS H G. Analytical prediction for tunneling-induced ground movement in clays[J]. Journal of Geotechnical and Geoenvironmental Engineering，1998，124(9)：846–856.
[19] LITWINISZYN J. The theories and model research of movements of ground masses[C]// Proceedings of the European Congress on Ground Movement. [S. l.]：University of Leeds，1957：206–209.
[20] 姬永红. 隧道施工引起横向地层沉降的随机预测[J]. 岩土工程技术，2004，18(1)：16–18.(JI Yonghong. Stochastic theory for predicting latitudinal stratum settlement due to the tunnel construction[J]. Geotechnical Engineering Technique，2004，18(1)：16–18.(in Chinese))
[21] 韩煊. 隧道施工引起地层位移及建筑物变形预测的实用方法研究[博士学位论文][D]. 西安：西安理工大学，2006.(HAN Xuan. The analysis and prediction of tunnelling-induced building deformations [Ph. D. Thesis][D]. Xi?an：Xi?an University of Technology，2006.(in Chinese))
[22] 姜忻良，赵志民，李圆. 隧道开挖引起土层沉降槽曲线形态的分析与计算[J]. 岩土力学，2004，25(10)：1 542–1 544.(JIANG Xinliang，ZHAO Zhimin，LI Yuan. Analysis and calculation of surface and subsurface settlement trough profiles due to tunneling[J]. Rock and Soil Mechanics，2004，25(10)：1 542–1 544. (in Chinese))
[23] O? REILLY M P，NEW B M. Settlements above tunnels in the United Kingdom-their magnitude and prediction[C]// Proceedings of Tunnelling? 82 symposium. JONES M J，ed，London：Institution of Mining and Metallurgy，1982：173–181.
[24] 魏纲. 盾构法隧道施工引起的土体变形三维解[C]// 第二届全国工程安全与防护学术会议论文集. 北京：中国岩石力学与工程学会，2010：369–374.(WEI Gang. 3-D analytical solution of ground deformation induced by shield tunnel construction[C]// The Second Session of the National Construction Safety and Protection Symposium. Beijing：Chinese Society for Rock Mechanics and Engineering，2010：369–374.(in Chinese))
[25] 孙统立，张庆贺，韦良文，等. 双圆盾构掘进施工扰动土体附加应力分析[J]. 岩土力学，2008，29(8)：2 246–2 251.(SUN Tongli，ZHANG Qinghe，WEI Liangwen，et al. Analysis of additional stresses of soil disturbance induced by propulsion of double-O-tube shield[J]. Rock and Soil Mechanics，2008，29(8)：2 246–2 251.(in Chinese))
[26] 魏纲，张世民，齐静静，等. 盾构隧道施工引起的地面变形计算方法研究[J]. 岩石力学与工程学报，2006，25(增1)：3 317–3 323. (WEI Gang，ZHANG Shimin，QI Jingjing，et al. Study on calculation method of ground deformation induced by shield tunnel construction[J]. Chinese Journal of Rock Mechanics and Engineering，2006，25(Supp.1)：3 317–3 323.(in Chinese))
[27] POTYONDY J G. Skin friction between various soils and construction materials[J]. Geotechnique，1961，11(4)：339–353.
[28] 张乾青，李连祥，李术才，等. 成层土中单桩受力性状简化算法[J]. 岩石力学与工程学报，2012，31(增1)：3 390–3 394.(ZHANG Qianqing，LI Lianxiang，LI Shucai，et al. Simplified analytical method for response prediction of single pile embedded into layered soils[J]. Chinese Journal of Rock Mechanics and Engineering，2012，31(Supp.1)：3 390–3 394.(in Chinese))
[29] 丁文其，段超，赵天驰，等. 类矩形盾构同步注浆压力分布与影响试验分析[J]. 现代隧道技术，2016，53(增1)：209–215.(DING Wenqi，DUAN Chao，ZHAO Tianchi，et al. Experimental study on distribution and influence of synchronous grouting of quasi- rectangular tunnels[J]. Modern Tunnelling Technology，2016，53(Supp.1)：209–215.(in Chinese))