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Zhang Dingli. ESSENTIAL ISSUES AND THEIR RESEARCH PROGRESS IN TUNNEL AND UNDERGROUND ENGINEERING[J]. Chinese Journal of Theoretical and Applied Mechanics, 2017, 49(1): 3-21. doi: 10.6052/0459-1879-16-348
Citation: Zhang Dingli. ESSENTIAL ISSUES AND THEIR RESEARCH PROGRESS IN TUNNEL AND UNDERGROUND ENGINEERING[J]. Chinese Journal of Theoretical and Applied Mechanics, 2017, 49(1): 3-21. doi: 10.6052/0459-1879-16-348

ESSENTIAL ISSUES AND THEIR RESEARCH PROGRESS IN TUNNEL AND UNDERGROUND ENGINEERING

doi: 10.6052/0459-1879-16-348
  • Received Date: 2016-11-25
  • Rev Recd Date: 2016-11-28
  • Available Online: 2016-11-30
  • Publish Date: 2017-01-18
  • As three essential issues in tunnel and underground engineering contain stability of surrounding rocks, interact relation between support and surrounding rock as well as structural dynamic response of a support system are also the key problems in subject study.All around these issues, this paper emphatically analyzes the surrounding rock mechanical characteristics and load effect, and establishes mechanical model of internal and external surrounding rock.Based on the study of stability of structure layer in model above, analytic formula of ground reaction curve and computing method of surrounding rock load effect are given.According to the analysis of interact relation between support and surrounding rock, this interactional dynamic process is divided into four stages:free ground deforming, advance supporting, preliminary supporting, secondary supporting, thus description method of the dynamic process is raised.On idea of generalized load and special load, basic functions of support: "mobilizing" and "assisting" are proposed, then their implementations are clarified, which are"mobilizing" surrounding rock to bear the load reinforcement by applying surrounding rock reinforcement, advance reinforcement and bolt support, "assisting"surrounding rock to bear the load by using the supporting structure.Aiming at the complex tunnel support system, the concept of dynamic optimization of multi-objective and staged synergistic effect is put forward, which can realize the coordination of various supporting structures in terms of time and space to improve the reliability.In view of the safety characteristics of extremely unstable complex surrounding rock, the safety accident mechanism model of three patterns is established.A new concept of safety classification is put forward based on the characteristics of engineering response, and a gradation index system and classification method are established.On account of the underwater tunnel and water-enriched surrounding rock, three patterns of water inrush mechanism model are established, and the theory and method of safety control based on deformation control of surrounding rock are put forward.At last, the hotspot and core problems of the discipline development are analyzed and prospected.

     

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  • [1]
    Brown ET, Bray LW, Ladanyi B, et al. Ground response curves for rock tuunels. Journal of Geotochnical Engineering, 1983, 109(1):15-39 doi: 10.1061/(ASCE)0733-9410(1983)109:1(15)
    [2]
    张顶立, 陈立平. 隧道围岩的复合结构特性及其载荷效应. 岩石 力学与工程学报, 2016, 35(3):456-469 http://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201603003.htm

    Zhang Dingli. Compound structural characteristics and load effect of tunnel surrounding rock. Chinese Journal of Rock Mechanics and Engineering, 2016, 35(3):456-469 (in Chinese) http://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201603003.htm
    [3]
    张顶立. 隧道稳定性及其支护作用分析. 北京交通大学学报, 2016, 40(4):9-18 http://www.cnki.com.cn/Article/CJFDTOTAL-BFJT201604002.htm

    Zhang Dingli. Analysis of surrounding rock stability and support action in tunnel. Journal of Beijing Jiaotong University, 2016, 40(4):9-18 (in Chinese) http://www.cnki.com.cn/Article/CJFDTOTAL-BFJT201604002.htm
    [4]
    Jiang Y, Yoneda H, Tanabashi Y. Theoretical estimation of loosening pressure on tunnels in soft rocks. Tunnelling and Underground Space Technology, 2001, 16:99-105 doi: 10.1016/S0886-7798(01)00034-7
    [5]
    陈立平. 砂性隧道围岩宏细观破坏机理及控制.[博士论文]. 北京:北京交通大学, 2015

    Chen Liping. The macro mesoscopic damage mechanism and control of the sandy tunnel surrounding rock.[PhD Thesis]. Beijing:Beijing Jiaotong University, 2016 (in Chinese)
    [6]
    孙毅, 张顶立, 于富才等. 高速铁路隧道二次衬砌的变形与极限承载能力. 中国铁道科学, 2016, 37(1):60-70 http://www.cnki.com.cn/Article/CJFDTOTAL-ZGTK201601010.htm

    Sun Yi, Zhang Dingli, Yu Fucai, et al. Deformation characteristic and ultimate bearing capacity of secondary linning for high speed railway tunnel. China Railway Science, 2016, 37(1):60-70 (in Chinese) http://www.cnki.com.cn/Article/CJFDTOTAL-ZGTK201601010.htm
    [7]
    孙毅. 隧道支护体系的承载特性及协同作用原理.[博士论文]. 北京:北京交通大学, 2016

    Sun Yi. Bearing characteristics and synergy principle of tunnel supporting system.[PhD Thesis]. Beijing:Beijing Jiaotong University, 2016 (in Chinese)
    [8]
    Alonso E, Alejano LR, Varas F. Ground respose curves for rock masses exhibiting strain softening behavior. Int J Numer Anal Meth Geomech, 2003, 27:1153-1185 doi: 10.1002/(ISSN)1096-9853
    [9]
    张顶立. 城市地下工程建设安全风险控制技术. 中国科技论文在 线, 2009(7):485-492 http://www.cnki.com.cn/Article/CJFDTOTAL-ZKZX200907007.htm

    Zhang Dingli. Safety risk and control technology of urban underground engineering construction. Sciencepaper Online, 2009(7):485-492 (in Chinese) http://www.cnki.com.cn/Article/CJFDTOTAL-ZKZX200907007.htm
    [10]
    张素磊, 张顶立, 房倩等. 铁路运营隧道衬砌背后接触状态及其 分析. 岩石力学与工程学报, 2013, 32(2):217-224 http://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201302000.htm

    Zhang Sulei, Zhang Dingli, Fang Qian, et al. Study of contact state behind tunnel lining in process of railway operation and its analysis. Chinese Journal of Rock Mechanics and Engineering, 2013, 32(2):217-224 (in Chinese) http://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201302000.htm
    [11]
    トンネル切羽安定性の评价に関するー考察. 隧道与地下, 1998(3):41-48 (in Japanese)
    [12]
    王明年, 刘大刚, 刘彪等. 公路隧道岩质围岩亚级分级方法研究. 岩土工程学报, 2009, 31(10):1590-1594 http://www.cnki.com.cn/Article/CJFDTOTAL-YTGC200910025.htm

    Wang Mingnian, Liu Dagang, Liu Biao, et al. Methods for surrounding rock subclassification of road tunnel. Chinese Journal of Geotechnical Engineering, 2009, 31(10):1590-1594 (in Chinese) http://www.cnki.com.cn/Article/CJFDTOTAL-YTGC200910025.htm
    [13]
    苏洁, 张顶立, 周正宇等. 地铁隧道穿越既有安全风险评估及控制. 岩石力学与工程学报, 2015, 34(1):3188-3195 http://www.cnki.com.cn/Article/CJFDTOTAL-YSLX2015S1073.htm

    Su Jie, Zhang Dingli, Zhou Zhengyu, et al. Safety risk assessment and control of existing bridge crossed by tunnel construction. Chinese Journal of Rock Mechanics and Engineering, 2015, 34(1):3188-3195 (in Chinese) http://www.cnki.com.cn/Article/CJFDTOTAL-YSLX2015S1073.htm
    [14]
    张顶立, 台启民, 房倩. 复杂隧道围岩安全性及其评价方法. 岩石力学与工程学报, doi: 10.13722/j.cnki.jrme.2015.1737

    Zhang Dingli, Tai Qimin, Fang Qian. Safety of complex tunnel surrounding rock and its evaluation method. Chinese Journal of Rock Mechanics and Engineering, doi:10.13722/j.cnki.jrme.2015.1737 (in Chinese)
    [15]
    台启民. 极不稳定隧道围岩超前破坏机制与安全性评价.[博士论文]. 北京:北京交通大学, 2016

    Tai Qimin. Failure mechanism ahead of tunnel face and safety assessment of unstable tunnel surrounding rock.[PhD Thesis]. Beijing:Beijing Jiaotong University,2016 (in Chinese)
    [16]
    宋浩然. 钻爆法海底隧道突涌水机理及其应用.[博士论文]. 北京:北京交通大学, 2015

    Song Haoran. Water inrush mechanism of subsea tunnel constructed by drill-blasting method and its application.[PhD Thesis]. Beijing:Beijing Jiaotong University, 2015 (in Chinese)
    [17]
    李兵. 钻爆法海底隧道建设期工程安全风险分析及控制.[博士论文]. 北京:北京交通大学, 2010

    Li Bing. Engineering safety risk analysis and control of subsea tunnel constructed by drill and blast method.[PhD Thesis]. Beijing:Beijing Jiaotong University, 2010 (in Chinese)
    [18]
    张顶立, 孙锋, 李鹏飞. 海底隧道复合注浆机制研究及工程应用. 岩石力学与工程学报, 2012, 31(3):445-452 http://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201203004.htm

    Zhang Dingli, Sun Feng, Li Pengfei. Mechanism of composite grouting in subsea tunnel and its application. Chinese Journal of Rock Mechanics and Engineering, 2012, 31(3):445-452 (in Chinese) http://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201203004.htm
    [19]
    张顶立. 海底隧道不良地质体及结构界面的变形控制技术. 岩石力学与工程学报, 2007, 26(11):2161-2169 http://www.cnki.com.cn/Article/CJFDTOTAL-YSLX200711003.htm

    Zhang Dingli. Deformation control techniques of unfavorable geologic bodies and discontinuous surfaces in subsea tunnel. Chinese Journal of Rock Mechanics and Engineering, 2007, 26(11):2161-2169 (in Chinese) http://www.cnki.com.cn/Article/CJFDTOTAL-YSLX200711003.htm
    [20]
    张顶立, 李治国. 高压富水区隧道帷幕注浆止浆系统分析. 岩土力学, 2004, 25(7):1151-1154 http://www.cnki.com.cn/Article/CJFDTOTAL-YTLX20040700W.htm

    Zhang Dingli, Li Zhiguo. Analysis of borehole occluding system for tunnel curtain grouting in high pressure and rich water zone. Rock and Soil Mechanics, 2004, 25(7):1151-1154 (in Chinese) http://www.cnki.com.cn/Article/CJFDTOTAL-YTLX20040700W.htm
    [21]
    张顶立. 城市地下工程建设安全风险及其控制. 北京:化学工业出版社, 2012:366-369

    Zhang Dingli. Safety Risks and Corresponding Control Measures of Urban Underground Engineering Construction. Beijing:Chemical Industry Press, 2012:366-369 (in Chinese)
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