长期渗漏水条件下海陆相浅埋盾构隧道隧顶水土荷载计算

doi:10.13722/j.cnki.jrme.2020.1053

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

Download: PDF (637 KB) HTML (1 KB)
Export: BibTeX | EndNote (RIS)

Abstract The long-term water leakage of shield tunnels seriously affects the water and soil loads on the outside of the segments. Through theoretical analysis，the expression of the vertical average permeability gradient over the tunnel roof and the calculation formula of the lateral earth pressure coefficient considering the arching effect of maximum principal stress were obtained，and the calculation model of the water and soil load on the top of the tunnels considering the effect of long-term water leakage was further constructed. Relying on the geological conditions of two typical sections of the Hengqin tunnel，the theoretical analysis results were compared with the field measurement results of the water and soil load under different calculation conditions. The following conclusions are that the model in this paper can reasonably and effectively evaluate the water and soil pressure on the top of shield tunnels in marine and land sections and has the smallest error compared with the Dimitrios Kolymbas effective stress method and the Terzaghi total stress method. With increasing the friction angle，the lateral earth pressure coefficient shows a slight decrease first and then increase trend，indicating that the soil arching effect can play a leading role in the lateral earth pressure coefficient when certain conditions are reached. The water and soil load on the top of the tunnel presents a non-linear positive correlation with the buried depth ratio of the tunnel，a linear positive correlation with the soil gravity and the water head outside the segment，while a linear negative correlation with the leakage of a single width. Related research results can provide theoretical basis for the rational design of underwater shield tunnels.

Key words： tunnelling engineering shield tunnel in marine and terrestrial sections water leakage water and soil load soil arching effect lateral earth pressure coefficient

	Service

	E-mail this article
	Add to my bookshelf
	Add to citation manager
	E-mail Alert
	RSS
	Articles by authors
	LIU Shiwei1
	2
	3
	ZHAO Shuzheng1
	2
	FU Di1
	2
	ZHAO Qiang4
	ZHU Zeqi3

Cite this article:

LIU Shiwei1,2,3, et al. Calculation of water and earth pressures on the top of shallow shield tunnels in marine and terrestrial sections under the condition of long-term water leakage[J]. , 2021, 40(10): 2149-2160.

URL:

http://rockmech.whrsm.ac.cn/EN/10.13722/j.cnki.jrme.2020.1053 OR http://rockmech.whrsm.ac.cn/EN/Y2021/V40/I10/2149

[30]	HANDY R L. The arch in soil arching[J]. Journal of Geotechnical Engineering，1985，111(3)：302-318.
[29]	LEI S H. An analytical solution for steady flow into a tunnel[J]. Ground Water，1997，37(1)：23-26.
[1]	王将，袁大军，金大龙，等.稳态渗流条件下盾构隧道松动土压力计算模型研究[J]. 天津大学学报：自然科学与工程技术版，2019，52(增1)：92-98.(WANG Jiang，YUAN Dajun，JIN Dalong，et al. Study on calculation model of shield tunnel loosening earth pressure under steady seepage conditions[J]. Journal of Tianjin University：Natural Science and Engineering Technology，2019，52(Supp.1)：92-98.(in Chinese))
[6]	PONLAWICH A，JAE-HYEUNG J，CHANG-YONG K，et al. Effect of drainage conditions on porewater pressure distributions and lining stresses in drained tunnels[J]. Tunnelling and Underground Space Technology，2009，24(4)：376-389.
[15]	傅鹤林，李鲒，成国文，等. 基于保角映射的断层影响区内隧道涌水量预测[J]. 华中科技大学学报：自然科学版，2021，49(1)：86-92.(FU Helin，LI Ji，CHENG Guowen，et al. Prediction of tunnel water inflow in fault affected area based on conformal mapping[J]. Journal of Huazhong University of Science and Technology：Natural Science Edition，2021，49(1)：86-92.(in Chinese))
[19]	汪大海，贺少辉，刘夏冰，等. 地层渐进成拱对浅埋隧道上覆土压力影响研究[J]. 岩土力学，2019，40(6)：2 311-2 322.(WANG Dahai，HE Shaohui，LIU Xiabing，et al. Study on the influence of stratum progressive arching on the overburden earth pressure of shallow tunnel[J]. Rock and Soil Mechanics，2019，40(6)：2 311- 2 322.(in Chinese))
[3]	张凤祥，傅德明，杨国祥，等. 盾构隧道施工手册[M]. 北京：人民交通出版社，2002：189-201(ZHANG Fengxiang，FU Deming，YANG Guoxiang，et al. Shield tunnel construction manual[M]. Beijing：People¢s Communications Press，2002：189-201.(in Chinese))
[5]	FERNANDEZ G. Excavation-induced hydraulic conductivity reduction around a tunnel-part 1：guideline for estimate of ground water inflow rate[J]. Tunnelling And Underground Space Technology，2010，25(5)：560-566.
[8]	杜朝伟，王梦恕，谭忠盛. 水下隧道渗流场解析解及其应用[J]. 岩石力学与工程学报，2011，30(增2)：3 567-3 573.(DU Chaowei，WANG Mengshu，TAN Zhongsheng. Analytical solution of seepage field in underwater tunnel and its application[J]. Chinese Journal of Rock Mechanics and Engineering，2011，30(Supp.2)：3 567-3 573.(in Chinese))
[10]	李林毅，阳军生，高超，等. 考虑注浆圈作用的体外排水隧道渗流场解析研究[J]. 岩土工程学报，2020，42(1)：133-141.(LI Linyi，YANG Junsheng，GAO Chao，et al. Analytical study on seepage field of tunnels with external drainage considering effect of grouting rings[J]. Chinese Journal of Geotechnical Engineering，2020，42(1)：133-141.(in Chinese))
[12]	和晓楠，周晓敏，郭小红，等. 深埋隧道注浆加固围岩非达西渗流场及应力场解析[J]. 中国公路学报，2020，33(12)：200-211.(HE Xiaonan，ZHOU Xiaomin，GUO Xiaohong，et al. Analysis of non-darcy seepage field and stress field of surrounding rock strengthened by grouting in deep buried tunnel[J]. China Journal of Highway Transport，2020，33(12)：200-211.(in Chinese))
[14]	张治国，汪嘉程，赵其华，等. 富水山岭地区邻近补水断层隧道结构上的水头分布解析求解[J]. 岩石力学与工程学报，2020，39(增2)：3 378-3 394.(ZHANG Zhiguo，WANG Jiacheng，ZHAO Qihua，et al. Analytical solution of head distribution on tunnel structure adjacent water-filled fault in water-enriched mountain region[J]. Chinese Journal of Rock Mechanics and Engineering，2020，39(Supp.2)：3 378-3 394.(in Chinese))
[17]	KOYAMA Y. Present status and technology of shield tunneling method in Japan[J]. Tunnelling and Underground Space Technology，2003，18(2)：145-159.
[2]	中华人民共和国国家标准编写组. GB 50157—2003 地铁隧道设计规范[S]. 北京：中国计划出版社，2003.(The National Standards Compilation Group of People¢s Republic of China. GB 50157—2003 Metro tunnel design specification[S]. Beijing：China Planning Press，2003.(in Chinese))
[4]	KYUNG-HO P. Analytical solution for steady-state groundwater inflow into a drained circular tunnel in a semi-infinite aquifer：a revisit[J]. Tunnelling and Underground Space Technology，2008，23(2)：206-209.
[7]	MOHAMED E T. Helmholtz evolution of a semi-infinite aquifer drained by a circular tunnel[J]. Tunnelling and Underground Space Technology，2010，25(1)：54-62.
[9]	朱成伟，应宏伟，龚晓南. 任意埋深水下隧道渗流场解析解[J].岩土工程学报，2017，39(11)：1 984-1 991.(ZHU Chengwei，YING Hongwei，GONG Xiaonan．Analytical solution of seepage field in underwater tunnel with arbitrary depth[J]. Chinese Journal of Geotechnical Engineering，2017，39(11)：1 984-1 991.(in Chinese))
[11]	刘强，潘坚文，金峰. 临海隧道渗流场解析解研究[J]. 北京交通大学学报，2019，43(4)：18-28.(LIU Qiang，PAN Jianwen，JIN Feng. Study on analytic solution for seepage field of near-sea tunnel[J]. Journal of Beijing Jiaotong University，2019，43(4)：18-28.(in Chinese))
[13]	张丙强，王启云，卢晓颖. 软土地层浅埋圆形隧道非达西渗流场解析研究[J]. 岩土力学，2018，39(12)：4 377-4 384.(ZHANG Bingqiang，WANG Qiyun，LU Xiaoying. Analytical solution for non-Darcian seepage field of a shallow circular tunnel in soft soil[J]. Rock and Soil Mechanics，2018，39(12)：4 377-4 384.(in Chinese))
[16]	李雪，周顺华，宫全美，等. 大断面深埋高水压地铁盾构隧道周边土压力作用模式评价[J]. 岩土力学，2015，36(5)：1 415-1 420. (LI Xue，ZHOU Shunhua，GONG Quanmei，et al. Evaluation of the action mode of earth pressure around large-section，deep-buried，high-pressure metro shield tunnel[J]. Rock and Soil Mechanics，2015，36(5)：1 415-1 420.(in Chinese))
[18]	黎春林. 盾构隧道施工松动土压力计算方法研究[J]. 岩土工程学报，2014，36(9)：1 714-1 720.(LI Chunlin. Research on calculation method of shield tunnel construction loosening earth pressure[J]. Chinese Journal of Geotechnical Engineering，2014，36(9)：1 714- 1 720.(in Chinese))
[20]	TAO W，PENGFEI L，HONG Z，et al. An analytical model of loosening earth pressure in front of tunnel face for deep-buried shield tunnels in sand[J]. Computers and Geotechnics 2019，115(11)：103170.
[25]	CHEN K H，PENG F L. An improved method to calculate the vertical earth pressure for deep shield tunnel in Shanghai soil layers[J]. Tunnelling and Underground Space Technology incorporating Trenchless Technology Research，2018，75(5)：43-66.
[27]	DIMITRIOS K. Groundwater ingress to tunnels the exact analytical solution[J]. Tunnelling And Underground Space Technology，2007，22(1)：23-27.
[21]	李策，王士民，王承震，等. 基于实测内力的大直径水下盾构隧道荷载反演分析[J]. 土木工程学报，2020，53(3)：103-113.(LI Ce，WANG Shimin，WANG Chengzhen，et al. Back analysis of load of large under water shield tunnel based on measured internal force[J]. China Civil Engineering Journal，2020，53(3)：103-113.(in Chinese))
[22]	章定文，刘志祥，沈国根，等. 超大直径浅埋盾构隧道土压力实测分析及其计算方法适用性评价[J]. 岩土力学，2019，40(增1)：91-98.(ZHANG Dingwen，LIU Zhixiang，SHEN Guogen，et al. Measurement of earth pressure of shallow buried tunnel with super large diameter and applicability evaluation of calculation method[J]. Rock and Soil Mechanics，2019，40(Supp.1)：91-98.(in Chinese))
[31]	徐长节，梁禄钜，陈其志，等. 考虑松动区内应力分布形式的松动土压力研究[J]. 岩土力学，2018，39(6)：1 927-1 934.(XU Changjie，LIANG Luju，CHEN Qizhi，et al. Research on loosening earth pressure considering the patterns of stress distribution in loosening zone[J]. Rock and Soil Mechanics，2018，39(6)：1 927-1 934.(in Chinese))
[23]	肖明清，封坤，李策，等. 复合地层盾构隧道围岩压力计算方法研究[J]. 岩石力学与工程学报，2019，38(9)：1 836-1 847.(XIAO Mingqing，FENG Kun，LI Ce，et al. A method for calculating the surrounding rock pressure of shield tunnels in compound strata[J]. Chinese Journal of Rock Mechanics and Engineering，2019，38(9)：1 836-1 847.(in Chinese))
[24]	ZHANG H F，ZHANG P，ZHOU W，et al. A new model to predict soil pressure acting on deep burial jacked pipes[J]. Tunnelling and Underground Space Technology incorporating Trenchless Technology Research，2016，60(11)：183-196.
[26]	YU L，LYU C，WANG M N，et al. Three-dimensional upper bound limit analysis of a deep soil-tunnel subjected to pore pressure based on the nonlinear Mohr-Coulomb criterion[J]. Computers and Geotechnics，2019，112(9)：293-301.
[28]	王将，袁大军，王滕，等. 局部渗水条件下深埋盾构隧道松动土压力计算模型研究[J]. 土木工程学报，2020，53(增1)：105-111. (WANG Jiang，YUAN Dajun，WANG Teng，et al. Calculation model for loosening earth pressure of the deeply-buried shield tunnel based on the influence of partial leakage[J]. China Civil Engineering Journal，2020，53(Supp.1)：105-111.(in Chinese))
[32]	MARSTON A. The theory of external loads on closed conduits in the light of the latest experiments[R]. Ames，Iowa：Iowa Engineering Experiment Station，Iowa State College，1930.