隧道工程大变形研究现状、问题与对策及新型支护体系应用介绍

doi:10.13722/j.cnki.jrme.2015.1363

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

Download: PDF (460 KB) HTML (1 KB)
Export: BibTeX | EndNote (RIS)

Abstract The large deformation disasters occurred during the construction of tunnels were discussed and summarized systematically from the perspectives of the definition，the type，the classification，the fundamental mechanisms，the standard of determination and the measure of control of the large deformation. The mechanical mechanism and the supporting philosophy of equilibrium transfer were illustrated. The key techniques and the important breakthrough were presented. The design method of structural frame core used in the super high-rise building was adopted to form a deformation control strategy of“release initially，resist then and become rigid at last”. A new style supporting system of the steel grids with concrete tube core were thus developed to be used in the weak and fractured stratum. The catalytic mechanism of bearing capacity of surrounding rock was explained. The characteristics of the multilevel transformation and load bearing were summarized. The results of field test verified the reliability of the support system.

Key words： tunnel engineering large deformation research status equilibrium conversion steel grid frame concrete tube core

	Service

	E-mail this article
	Add to my bookshelf
	Add to citation manager
	E-mail Alert
	RSS
	Articles by authors
	LI Shucai1
	XU Fei1
	LI Liping1
	WANG Weiming1
	2
	ZHANG Wei3
	ZHANG Qianqing1
	SHI Shaoshuai1

Cite this article:

LI Shucai1,XU Fei1,LI Liping1, et al. State of the art：challenge and methods on large deformation in tunnel engineering and introduction of a new type supporting system[J]. , 2016, 35(7): 1366-1376.

URL:

https://rockmech.whrsm.ac.cn/EN/10.13722/j.cnki.jrme.2015.1363 OR https://rockmech.whrsm.ac.cn/EN/Y2016/V35/I7/1366

[1] TERZAGHI K. Rock defects and loads in tunnel supports[C]// Rock Tunneling With Steel Supports. Youngstown，Ohio：The Commercial Shearing and Stamping Co.，2004：17–99.
[2] BARLA G. Squeezing rocks in tunnels[J]. ISRM News Journal，1995，(3/4)：44–49.
[3] 何满潮，景海河，孙晓明. 软岩工程力学[M]. 北京：科学出版社，2004：94–100.(HE Manchao，JING Haihe，SUN Xiaoming. Soft rock engineering mechanics[M]. Beijing：Science Press，2004：94–100.(in Chinese))
[4] 王成虎，沙鹏，胡元芳，等. 隧道围岩挤压变形问题探究[J]. 岩土力学，2011，32(增 2)：143–147.(WANG Chenghu，SHA Peng，HU Yuanfang，et al. Study of squeezing deformation problems during tunneling[J]. Rock and Soil Mechanics，2011，32(Supp.2)：143–147. (in Chinese))
[5] 姜云，李永林，李天斌，等. 隧道工程围岩大变形类型与机制研究[J]. 地质灾害与环境保护，2004，15(4)：46–51.(JIANG Yun，LI Yonglin，LI Tianbin，et al. Study of the classified system of types and mechanism of great distortion in tunnel and underground engineering[J]. Journal of Geological Hazards and Environment Preservation，2004，15(4)：46–51.(in Chinese))
[6] 李永林，冯学钢，姜云，等. 隧道工程围岩大变形及预测预报研究[J]. 现代隧道技术，2005，42(5)：49–54.(LI Yonglin，FENG Xuegang，JIANG Yun，et al. Large deformations encountered in the surrounding rock soft tunnels and their prediction[J]. Modern Tunnelling Technology，2005，42(5)：49–54.(in Chinese))
[7] 姜云. 公路隧道围岩大变形预测预报及对策研究[博士学位论文][D]. 成都：成都理工大学，2004.(JIANG Yun. The study on the forecast and countermeasure of great distortion of highway tunnel wall rock[Ph. D. Thesis][D]. Chengdu：Chengdu University of Technology，2004.(in Chinese))
[8] ANAGNOSTOU G. A model for swelling rock in tunnelling[J]. Rock Mechanics and Rock Engineering，1993，26(4)：307–331.
[9] AYDAN Ö，AKAGI T，KAWAMOTO T. The squeezing potential of rocks around tunnels；theory and prediction[J]. Rock Mechanics and Rock Engineering，1993，26(2)：137–163.
[10] 陈宗基. 地下巷道长期稳定的力学问题[J]. 岩石力学与工程学报，1982，1(1)：1–20.(TAN Tjongkie. Mechanics problems of longterm stability of underground tunnels[J]. Chinese Journal of Rock Mechanics and Engineering，1982，1(1)：1–20.(in Chinese))
[11] 何满潮，吕晓俭，景海河. 深部工程围岩特性及非线性动态力学设计理念[J]. 岩石力学与工程学报，2002，21(8)：1 215–1 224.(HE Manchao，LU Xiaojian，JING Haihe. Research on nonlinear mechanics design method of bolt-net-anchor coupling support for deep soft rock tunnel[J]. Chinese Journal of Rock Mechanics and Engineering，2002，21(8)：1 215–1 224.(in Chinese))
[12] 中华人民共和国行业标准编写组. TB10204—2002铁路隧道施工规范[S]. 北京：中国铁道出版社，2002.(The Professional Standards Compilation Group of People?s Republic of China. TB10204—2002 Construction specification for railway tunnel[S]. Beijing：China Railway Publishing House，2002.(in Chinese))
[13] 中华人民共和国行业标准编写组. JTJ042—94公路隧道施工技术规范[S]. 北京：人民交通出版社，1995.(The Professional Standards Compilation Group of People?s Republic of China. JTJ042—94 Technical specifications for construction of highway tunnel[S]. Beijing：China Communications Press，1995.(in Chinese))
[14] 中华人民共和国行业标准编写组. TB10003—2004铁路隧道设计规范[S]. 北京：中国铁道出版社，2004.(The Professional Standard Compilation Group of People?s Republic of China. TB10003—2004 code for design of railway tunnel[S]. Beijing：China Railway Publishing House，2004.(in Chinese))
[15] 喻渝. 挤压性围岩支护大变形的机理及判定方法[J]. 世界隧道，1998，(1)：46–51.(YU Yu. Serious deformation of surrounding rock in squeezing ground[J]. World Tunnel，1998，(1)：46–51.(in Chinese))
[16] 交通部第一公路勘察设计院. 川藏公路二郎山隧道两阶段施工图设计报告[R]. 西安：交通部第一公路勘察设计院，1996.(The First Highway Survey and Design Institute of Ministry of Communications. Erlang mountain tunnel two-stage construction plans design report of Sichuan-Tibet highway[R]. Xi?an：The First Highway Survey and Design Institute of Ministry of Communications，1996.(in Chinese))
[17] 中铁二局集团有限公司. 不良地质隧道的开挖及支护技术研究总报告及分项报告[R]. 成都：中铁二局集团有限公司，2000.(China Railway Erju Group Corporation. The research report of excavation and support technology of unfavorable geological condition tunnel[R]. Chengdu：China Railway Erju Group Corporation，2000.(in Chinese))
[18] 徐林生，李永林，程崇国. 公路隧道围岩变形破裂类型与等级的判定[J]. 重庆交通学院学报，2002，21(2)：16–20.(XU Linsheng，LI Yonglin，CHENG Chongguo. Judging of the deformation-cracking type and grade about surrounding rock of highway tunnel[J]. Journal of Chongqing Jiaotong University，2002，21(2)：16–20.(in Chinese))
[19] 张祉道. 于挤压性围岩隧道大变形的探讨与研究[J]. 现代隧道技术，2003，40(2)：5–12.(ZHANG Zhidao. Discussion and study on large deformation of tunnel in squeezing ground[J]. Modern Tunneling Technology，2003，40(2)：5–12.(in Chinese))
[20] SINGH B，GEOL R K. Rock mass classification：a practical approach in civil engineering[M]. U.K.：Elsevier Science Ltd.，1999：128–135.
[21] HOEK E，MARINOS P. Predicting tunnel squeezing problems in weak heterogeneous rock masses[J]. Tunnels and Tunneling International，2000，32(11)：45–51.
[22] 王典泰. 台湾特殊地质隧道之评估、调查、研制与因应——以挤压性地盘为例[C]// 第三届海峡两岸隧道与地下工程学术与技术研讨会论文集. 成都：[s. n.]，2002：285–292.(WANG Diantai. The assessment，investigation，research and results of special geological tunnel of Taiwan-such as squeezing batholith[C]// The Third Taiwan Strait Academic and Technical Symposium Proceedings on Tunnel and Underground Engineering. Chengdu：[s. n.]，2002：285–292.(in Chinese))
[23] 郑颖人，董飞云，徐振远. 地下工程锚喷支护设计指南[M]. 北京：中国铁道出版社，1988：4–7.(ZHENG Yingren，DONG Feiyun，XU Zhenyuan. Design guidelines for bolt-shotcrete support of underground project[M]. Beijing：China Railway Publishing House，1988：4–7.(in Chinese))
[24] FENNER R. Untersuchungen zur erkenntnis des gebirgsdruckes[J]. Glückauf，1938，74：681–695.
[25] KASTNER H. Statik des tunnel und stollenbaues[M]. New York：Springer，1962：315.
[26] RABCEWICZ L V. The new Austrian tunnelling method[J]. Water Power，1964，17(1)：511–515.
[27] SALAMON M D G. Energy considerations in rock mechanics：fundamental results[J]. Journal of the South African Institute of Mining and Metallurgy，1984，84(8)：233–246.
[28] PAREJA L D. Deep Underground hard-rock mining-issues，strategies，and alternatives[Ph. D. Thesis][D]. Kingston：Queen's University，2000.
[29] 李庶林，桑玉发. 应力控制技术及其应用综述[J]. 岩土力学，1997，18(1)：90–96.(LI Shulin，SANG Yufa. Stress control technique and its application[J]. Rock and Soil Mechanics，1997，18(1)：90–96.(in Chinese))
[30] WANG C，WANG Y，LU S. Deformational behaviour of roadways in soft rocks in underground coal mines and principles for stability control[J]. International Journal of Rock Mechanics and Mining Sciences，2000，37(6)：937–946.
[31] JIANG Y，YONEDA H，TANABASHI Y. Theoretical estimation of loosening pressure on tunnels in soft rocks[J]. Tunnelling and Underground Space Technology，2001，16(2)：99–105.
[32] LUNARDI P. The design and construction of tunnels using the approach based on the analysis of controlled deformation in rocks and soils[J]. Tunnels and Tunnelling，2000，(5)：1–30.
[33] 董方庭，宋宏伟，郭志宏，等. 巷道围岩松动圈支护理论[J]. 煤炭学报，1994，19(1)：21–32.(DONG Fangting，SONG Hongwei，GUO Zhihong，et al. Roadway support theory based on broken rock zone[J]. Journal of China Coal Society，1994，19(1)：21–32.(in Chinese))
[34] 孙钧. 对开展高地应力区岩性特征及隧洞围岩稳定研究的认识[J]. 岩石力学与工程学报，1988，7(2)：185–188.(SUN Jun. The understanding to develop the high stress zone lithology and tunnel surrounding rock stability[J]. Chinese Journal Rock Mechanics and Engineering，1988，7(2)：185–188.(in Chinese))
[35] 于学馥，乔端. 轴变论和围岩稳定轴比三规律[J]. 有色金属，1981，33(3)：8–15.(YU Xuefu，QIAO Duan. Theory of axial variation and three rules of axial ratio for stabilizing surrounding rock[J]. Nonferrous Metals，1981，33(3)：8–15.(in Chinese))
[36] 方祖烈. 拉压域特征及主次承载区的维护理论[C]// 世纪之交软岩工程技术现状与展望. 北京：煤炭工业出版社，1999：48–51.(FANG Zulie. The features of tensile and compressive and the supporting principle of the primary and secondary bearing zone[C]// The Current Conditions and Prospects on the Soft Engineering Technique. Beijing：Coal Industry Publishing House，1999：48–51.(in Chinese))
[37] 范秋雁. 软岩流变地压控制原理[J]. 中国矿业，1996，5(4)：47–51.(FAN Qiuyan. The control principle of soft rock rheid ground pressure[J]. China Mining Magazine，1996，5(4)：47–51.(in Chinese))
[38] 冯豫. 我国软岩巷道支护的研究[J]. 矿山压力与顶板管理，1990，7(2)：1–5.(FENG Yu. Study of the supporting of soft-rock roadway in China[J]. Ground Pressure and Strata Control，1990，7(2)：1–5.(in Chinese))
[39] 陆家梁. 软岩巷道支护技术[M]. 长春：吉林科学技术出版社，1995：21–25.(LU Jialiang. The supporting technology of soft rock roadway[M]. Changchun：Jilin Science and Technology Press，1995：21–25.(in Chinese))
[40] 郑雨天. 关于软岩巷道地压与支护的基本观点[C]// 软岩巷道掘进与支护论文集. 北京：[s. n.]，1985：31–35.(ZHENG Yutian. Basic opinions on ground pressure and support on soft rock roadway[C]// Proceedings on Soft Rock Roadway Drifting and Supporting. Beijing：[s. n.]，1985：31–35.(in Chinese))
[41] 朱效嘉. 对软岩巷道支护的看法[J]. 煤炭科学技术，1985，(8)：21–23.(ZHU Xiaojia. The opinions on soft rock roadway support[J]. Coal Science and Technology，1985，(8)：21–23.(in Chinese))
[42] 何满潮，齐干. 深部复合顶板煤巷变形破坏机制及耦合支护设计[J]. 岩石力学与工程学报，2007，26(5)：987–993.(HE Manchao，QI Gan. Deformation and damage mechanisms and coupling support design in deep coal roadway with compound roof[J]. Chinese Journal of Rock Mechanics and Engineering，2007，26(5)：987–993.(in Chinese))
[43] 吴拥政，康红普，吴建星，等. 矿用预应力钢棒支护成套技术开发及应用[J]. 岩石力学与工程学报，2015，34(增1)：3 230–3 237.(WU Yongzheng，KANG Hongpu，WU Jianxing，et al. Development and application of mine prestressed steel bars supporting technology[J]. Chinese Journal of Rock Mechanics and Engineering，2015，34(Supp.1)：3 230–3 237.(in Chinese))
[44] 刘培硕. 秦岭特长铁路隧道TBM施工条件下仰拱预制技术的研究[硕士学位论文][D]. 成都：西南交通大学，2002.(LIU Peishuo. The study of inverted arch precasting technology for Qinling ultra-long railway tunnel under the TBM construction conditions[M. S. Thesis][D]. Chengdu：Southwest Jiaotong University，2002.(in Chinese))
[45] 贾永刚. 铁路隧道装配式衬砌力学特性研究[硕士学位论文][D]. 成都：西南交通大学，2003.(JIA Yonggang. Study of mechanics of the fabricated railway tunnel[M. S. Thesis][D]. Chengdu：Southwest Jiaotong University，2003.(in Chinese))
[46] 刘慧敏. 地下铁道明挖区间装配式衬砌力学特性研究[硕士学位论文][D]. 成都：西南交通大学，2003.(LIU Huimin. Study on the mechanics characters of the fabricated linings in the subway constructed by open-cut method[M. S. Thesis][D]. Chengdu：Southwest Jiaotong University，2003.(in Chinese))
[47] 王明年，李志业，关宝树. 地下铁道明挖区间隧道结构预制技术的研究[J]. 铁道学报，2004，26(3)：88–92.(WANG Mingnian，LI Zhiye，GUAN Baoshu. Study on prefab concrete lining technology for open trench subway tunnels[J]. Journal of the China Railway Society，2004，26(3)：88–92.(in Chinese))
[48] 陈敬军. 矿山法施工的铁路隧道装配式衬砌力学特性研究[硕士学位论文][D]. 成都：西南交通大学，2005.(CHEN Jingjun. Study on the mechanical characteristic of the fabricated railway tunnel lining constructed with mining method[M. S. Thesis][D]. Chengdu：Southwest Jiaotong University，2005.(in Chinese))
[49] 张德华，刘士海，任少强. 高地应力软岩隧道中型钢与格栅支护适应性现场对比试验研究[J]. 岩石力学与工程学报，2014，33(11)： 2 258–2 266.(ZHANG Dehua，LIU Shihai，RENG Shaoqiang. Research on selection of steel and steel grid for tunnel support in soft rock with high geostress[J]. Chinese Journal Rock Mechanics and Engineering，2014，33(11)：2 258–2 266.(in Chinese))
[50] 贾宏俊，王辉. 软岩巷道可缓冲渐变式双强壳体支护原理及实践[J]. 岩土力学，2015，36(4)：1 119–1 126.(JIA Hongjun，WANG Hui. Principle and application of the double cacheable and gradually deformable supporting shells for soft rock tunneling[J]. Rock and Soil Mechanics，2015，36(4)：1 119–1 126.(in Chinese))
[51] 卢凯亮. 浅谈框架–核心筒结构在超限高层设计中的应用[J]. 中国新技术新产品，2012，(2)：178.(LU Kailiang. Discussion the application of frame-tube structure in the design of out-of-codes high-rise building[J]. China New Technologies and Products，2012，(2)：178.(in Chinese))
[52] 侯光瑜，陈彬磊，苗启松，等. 钢–混凝土组合框架–核心筒结构设计研究[J]. 建筑结构学报，2006，27(2)：1–9.(HOU Guangyu，CHEN Binlei，MIAO Qisong，et al. Design and research on composite steel and concrete frame-core wall structure[J]. Journal of Building Structures，2006，27(2)：1–9.(in Chinese))
[53] 周振. 钢管混凝土柱框架核心筒结构抗震性能的研究[硕士学位论文][D]. 成都：西南交通大学，2008.(ZHOU Zhen. Research on the seismic behavior of CFST columns in frame-tube structres[M. S. Thesis][D]. Chengdu：Southwest Jiaotong University，2008.(in Chinese))
[54] 任凤鸣. 钢管混凝土框架–核心筒减震结构的抗震性能研究[博士学位论文][D]. 广州：广州大学，2012.(REN Fengming. Study on seismic performance of CFST frame-core wall structure with dissipation devices[Ph. D. Thesis][D]. Guangzhou：Guangzhou University，2012.(in Chinese))