逆断层错动作用下隧道衬砌铰接设计参数研究

doi:10.13722/j.cnki.jrme.2017.1477

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Abstract

Based on the fault crossing situation of Xianglu mountain tunnel of water diversion project in central Yunnan province，the axial mechanical response of the lining was calculated by FEM. It was found that the influence of the fault movement on the lining is concentrated on 30 m in each side of the fault plane. The segment length and the width of the flexible joints of the articulated design were determined tentatively based on the distribution of the bending moment along the axial direction. The orthogonal test was conducted to investigate the influencing degree of the main factors and their different levels on the internal force of lining. Finally，the optimal combination for articulated design was obtained by range analysis. The results showed that the articulated design is an effective measure to accommodate the displacement of fault dislocation by the deformation. Moreover，the internal force of lining can be significantly reduced. The maximum reduction of bending moment，shear force and axial force are over 80%. Aiming at flexible material，the advantages and disadvantages of fiber-plastic concrete and high-performance foam concrete in strength and permeability were compared. It was concluded that the fiber-plastic concrete with a certain elastic modulus，good impermeability and higher tensile strength can be used as a flexible material for articulated design. The general regularity of this paper can provide some reference for the design of tunneling across fault zone.

Key words： tunnelling engineering fault dislocation mechanical response articulated design orthogonal test range analysis fault resisting measure

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	Articles by authors
	ZHAO Kun1
	2
	CHEN Weizhong1
	3
	ZHAO Wusheng1
	YANG Diansen1
	SONG Wanpeng1
	2

Cite this article:

ZHAO Kun1,2,CHEN Weizhong1, et al. Study on parameters of articulated design of tunnel lining under reverse fault dislocation[J]. , 2018, 37(S1): 3411-3421.

URL:

https://rockmech.whrsm.ac.cn/EN/10.13722/j.cnki.jrme.2017.1477 OR https://rockmech.whrsm.ac.cn/EN/Y2018/V37/IS1/3411

[1]	李天斌. 汶川特大地震中山岭隧道变形破坏特征及影响因素分析[J].工程地质学报，2008，16(6)：742-750.(LI Tianbin. Failure characteristics and influence factor analysis of mountain tunnels at epicenter zones of great Wenchuan earthquake[J]. Journal of Engineering Geology，2008，16(6)：742-750.(in Chinese))
[2]	王明年，崔光耀，林国进. 汶川地震灾区公路隧道震害调查及初步分析[J]. 西南公路，2009，(4)：41-46.(WANG Mingnian，CUI Guangyao，LIN Guojin. Reconnaissance and analysis of highway tunnels under Wenchuan earthquake[J]. Southwest Highway，2009，(4)：41-46.(in Chinese))
[3]	何川，李林，张景，等. 隧道穿越断层破碎带震害机制研究[J]. 岩土工程学报，2014，36(3)：427-434.(HE Chuan，LI Lin，ZHANG Jing，et al. Seismic damage mechanism of tunnels through fault zones[J]. Chinese Journal of Geotechnical Engineering，2014，36(3)：427-434.(in Chinese))
[4]	熊炜，范文，彭建兵，等. 正断层活动对公路山岭隧道工程影响的数值分析[J]. 岩石力学与工程学报，2010，29(增1)：2845-2852.(XIONG Wei，FAN Wen，PENG Jianbing，et al. Numerical analysis of effect of normal fault activity on road mountain tunnel project[J].Chinese Journal of Rock Mechanics and Engineering，2010，29(Supp.1)：2845-2852.(in Chinese))
[5]	刘学增，林亮伦. 75°倾角逆断层黏滑错动对公路隧道影响的模型试验研究[J]. 岩石力学与工程学报，2011，30(12)：2523-2530.(LIU Xuezeng，LIN Lianglun. Research on model experiment of effect of thrust fault with 75°dip angle stick-slip dislocation on highway tunnel[J]. Chinese Journal of Rock Mechanics and Engineering，2011，30(12)：2523-2530.(in Chinese))
[6]	刘学增，林亮伦，桑运龙. 逆断层黏滑错动对公路隧道的影响[J]. 同济大学学报：自然科学版，2012，40(7)：1008-1014.(LIU Xuezeng，LIN Lianglun，SANG Yunlong. Effect of thrust fault stick-slip rupture on road tunneI[J]. Journal of Tongji University：Natural science，2012，40(7)：1008-1014.(in Chinese))
[7]	刘学增，刘金栋，李学锋，等. 逆断层铰接式隧道衬砌的抗错断效果试验研究[J]. 岩石力学与工程学报，2015，34(10)：2083-2090.(LIU Xuezeng，LIU Jindong，LI Xuefeng，et.al. Experimental research on effect of anti-dislocation of highway tunnel lining with hinge joints in thrust fault[J]. Chinese Journal of Rock Mechanics and Engineering，2015，34(10)：2083-2090.(in Chinese))
[8]	刘学增，林亮伦，王煦霖，等. 柔性连接隧道在正断层黏滑错动下的变形特征[J]. 岩石力学与工程学报，2013，32(增2)：3545-3551.(LIU Xuezeng，LIN Lianglun，WANG Linxu，et al. Deformation characteristics of tunnel with flexible joints affected by normal fault stick-slip dislocation[J]. Chinese Journal of Rock Mechanics and Engineering，2013，32(Supp.2)：3545-3551.(in Chinese))
[9]	黄强兵，彭建兵，门玉明，等. 分段柔性接头地铁隧道适应地裂缝大变形的模型试验研究[J]. 岩石力学与工程学报，2010，29(8)：1546-1554.(HUANG Qiangbing，PENG Jianbing，MEN Yuming，etal. Model test study of sectional metro tunnel with flexible joints adapting large deformation of ground fissures[J]. Chinese Journal of Rock Mechanics and Engineering，2010，29(8)：1546-1554.(in Chinese))
[10]	谷柏森，吴建勋，宋磊，等. 链式衬砌节段长度对隧道抗错断效果的影响研究[J]. 筑路机械与施工机械化，2015，(3)：66-70.(GU Bosen，WU Jianxun，SONG Lei，et.al. Research on impact of lining segment length on effect of tunnel dislocation-resistance[J].Road Machinery Construction Mechanization，2015，(3)：66-70.(in Chinese))
[11]	李鹏. 活动断层区公路隧道抗错断结构设计的研究[硕士学位论文][D]. 重庆：重庆交通大学，2009.(LI Peng. Research on highway tunnel design resisting fault movement of active fault zone[M.S.Thesis][D]. Chongqing ：Chongqing Jiaotong University，2009.(in Chinese))
[12]	SHAHIDI A R，VAFAEIAN M.Analysis of longitudinal profile of the tunnels in the active faulted zone and designing the flexible lining(for Koohrang-III tunnel)[J].Tunnelling and Underground Space Technology，2005，20(3)：213-221.
[13]	KIEFFER D S，CAULFIELD RJ，CAIN B. Seismic upgrades of the Claremont tunnel[C]// 2001Rapid Excavation and Tunneling Conference，2001：841-847.
[14]	RUSSO M，GERMANI G，AMBERG W. Design and construction of large tunnel through active faults-a recent application[C]//Proceedings International Conference of Tunneling and Underground Space Use，Istanbul，[S.l.]：[s.n.]，2002：1-14.
[15]	ANASTASOPOULOS I，GEROLYMOS N，DROSOS V，et al. Behavior of deep immersed tunnel under combined normal fault rupture deformation and subsequent seismic shaking[J]. Bulletin of Earthquake Engineering，2008，6(2)：213-239.
[16]	李学锋，代志萍，谷雪影，等活断层错动位移下变形缝间距对隧道内力的影响[J]. 隧道建设，2014，34(3)：237-242.(LI Xuefeng，DAI Zhiping，GU Xueying，et.al. Influence of Deformation Joint Spacing on Internal Forceof Tunnel under Active Fault Movement[J].Tunnel Construction，2014，34(3)：237-242.(in Chinese))
[17]	梁文灏，李国良. 乌鞘岭特长隧道方案设计[J]. 现代隧道技术，2004，41(2)：1-7.(LIANG Wenhao，LI Guoliang. Tentative project of Wushaoling tunnel[J]. Modem Tunnelling Technology，2004，41(2)：1-7.(in Chinese))
[18]	石亦平，周玉蓉. ABAQUS有限元分析实例详解[M].北京：机械工业出版社，2006：30-31.(SHI Yiping，ZHOU Yurong. Example analysis of ABAQUS finite element analysis[M]. Beijing：China Machine Press，2006：30-31.(in Chinese))
[19]	孙宏友. 基于正交试验法的透水混凝土配合比设计和试验研究[硕士学位论文][D]. 成都：西南交通大学，2013.(SUN Hongyou. Experimental research and mix proportion design of porous concrete based on orthogonal test method[M.S.Thesis][D]. Chengdu：Southwest Jiaotong University，2013.(in Chinese))
[20]	魏效玲，薛冰军，赵强. 基于正交试验设计的多指标优化方法研究[J]. 河北工程大学学报：自然科学版，2010，27(3)：95-99.(WEI Xiaoling，XUE Bingjun，ZHAO Qiang. Optimization design of the stability for the plunger assembly of oil pumps based on multi -target orthogonal test design[J]. Journal of Hebei University of Engineering：Natural Science，2010，27(3)：95-99.(in Chinese))
[21]	赵武胜，陈卫忠，谭贤君，等. 高性能泡沫混凝土隧道隔震材料研究[J].岩土工程学报，2013，35(8)：1544-1552.(ZHAO Wusheng，CHEN Weizhong，TAN Xianjun，et al. High-performance foam concrete for seismic-isolation materials of tunnels[J]. Chinese Journal of Geotechnical Engineering，2013，35(8)：1544-1552.(in Chinese))
[22]	王四巍. 单轴和三轴应力下塑性混凝土性能研究[博士学位论文][D].郑州：郑州大学，2010.(WANG Siwei. Properties of plastic concrete under uniaxial and triaxial compressive stress[Ph.D. Thesis][D]. Zhengzhou ：Zhengzhou University，2010.(in Chinese))
[23]	邓明基. 东平湖围坝塑性混凝土防渗墙性能研究[硕士学位论文][D]. 北京：清华大学，2005.(DENG Mingji. Study on the properties of soil-concrete cut-off wall in the dike of Dongping Lake[M. S. Thesis][D]. Beijing：Tsinghua University，2005.(in Chinese))
[24]	杨林.高性能塑性混凝土基本性能试验研究[硕士学位论文][D].郑州：郑州大学，2012.(YANG Lin. Experimental research on the basic properties of high performance plastic concrete[M. S. Thesis][D]. Zhengzhou：Zhengzhou University，2012.(in Chinese))