Synergistic optimization design method for tunnel support structure system and its application

SUN Zhen-yu; ZHANG Ding-li; FANG Qian; HOU Yan-juan

doi:10.11779/CJGE202103016

Volume 43 Issue 3

Turn off MathJax

Article Contents

Abstract

References

Chinese Journal of Geotechnical Engineering > 2021 > 43(3): 530-539. > DOI: 10.11779/CJGE202103016

SUN Zhen-yu, ZHANG Ding-li, FANG Qian, HOU Yan-juan. Synergistic optimization design method for tunnel support structure system and its application[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(3): 530-539. DOI: 10.11779/CJGE202103016

Citation:

PDF (2862 KB)

Synergistic optimization design method for tunnel support structure system and its application

Key Laboratory for Urban Underground Engineering of Ministry of Education, Beijing Jiaotong University, Beijing 100044, China

More Information

Received Date: June 08, 2020
Available Online: December 04, 2022

Graphical Abstract

Abstract

Abstract

The design method for tunnel support structure system is the basic requirement of stability control of surrounding rock of tunnels. How to determine the reasonable support parameters is the key to ensure the safety of tunnel construction. Therefore, the synergetic principle is introduced to the design of tunnel support, and the synergetic support system of surrounding rock of tunnels is established, and the system composition, research level and characterization parameters are expounded. The core of the synergetic support is to give full play of the performance of the support system, structures and elements, thus resulting in a synergistic enhancement effect. Its characteristics of timely linking, stiffness matching and deformation coordination are revealed. The purpose of synergetic design of the support system is to achieve the stability of surrounding rock with the minimum support cost, which is essentially a multi-objective optimization problem. Furthermore, taking the deformation of surrounding rock, supporting force and support cost as the design objectives, a method for membership representation of objective function based on grouping weighting is established, thus a multi-objective synergetic optimization design method for tunnel support system is proposed. The method is applied in the large-span transition section of the new Badaling Great Wall station of Beijing-Zhangjiakou high-speed railway. After optimization, the supporting performance is more efficient, and the design is more reasonable than the original design scheme, which provides an idea for the optimal design of the support structure system.
- tunnel engineering,
- support design,
- synergistic effect,
- multi-objective optimization,
- grouping weighting,
- membership representation

FullText(HTML)

References (28)

References

[1]	张顶立. 隧道及地下工程的基本问题及其研究进展[J]. 力学学报, 2017, 49(1): 3-21. https://www.cnki.com.cn/Article/CJFDTOTAL-LXXB201701002.htm ZHANG Ding-li. Essential issues and their research progress in tunnel and underground engineering[J]. Chinese Journal of Theoretical and Applied Mechanics, 2017, 49(1): 3-21. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-LXXB201701002.htm
[2]	ORESTE P P. The convergence-confinement method: roles and limits in modern geomechanical tunnel design[J]. American Journal of Applied Sciences, 2009, 6(4): 757-771. doi: 10.3844/ajassp.2009.757.771
[3]	BARTON N, LIEN R, LUNDE J. Engineering classification of rock masses for the design of tunnel support[J]. Rock Mechanics and Rock Engineering, 1974, 6(4): 189-236.
[4]	HOEK E, CARANZA-TORRES C, CORCUM B. Hoek-Brown failure criterion[C]//Proceedings of the North American Rock Mechanics Society, 2002, Toronto: 267-273.
[5]	PALMSTROM A, BROCH E. Use and misuse of rock mass classification systems with particular reference to the Q-system[J]. Tunnelling and Underground Space Technology, 2006, 21(6): 575-593. doi: 10.1016/j.tust.2005.10.005
[6]	魏云杰, 陶连金. 煤矿巷道围岩稳定性快速评价方法研究[J]. 地下空间与工程学报, 2009, 5(4): 691-697. doi: 10.3969/j.issn.1673-0836.2009.04.013 WEI Yun-jie, TAO Lian-jin. Study on the rapid evaluation method of the wall-rock stability about the colliery tunnel[J]. Chinese Journal of Underground Space and Engineering, 2009, 5(4): 691-697. (in Chinese) doi: 10.3969/j.issn.1673-0836.2009.04.013
[7]	SHARAN S K. Analytical solutions for stresses and displacements around a circular opening in a generalized Hoek-Brown rock[J]. International Journal of Rock Mechanics and Mining Sciences, 2008, 45(1): 78-85. doi: 10.1016/j.ijrmms.2007.03.002
[8]	左建平, 史月, 刘德军, 等. 深部软岩巷道开槽卸压等效椭圆模型及模拟分析[J]. 中国矿业大学学报, 2019, 48(1): 1-11. doi: 10.13247/j.cnki.jcumt.000960 ZUO Jian-ping, SHI Yue, LIU De-jun, et al. The equivalent ellipse model and simulation analysis of destressing by cutting groove in deep soft rock roadway[J]. Journal of China University of Mining & Technology, 2019, 48(1): 1-11. (in Chinese) doi: 10.13247/j.cnki.jcumt.000960
[9]	张顶立, 孙振宇. 高速铁路隧道关键科学问题及发展趋势[J]. 铁道建筑, 2018, 58(11): 1-4. doi: 10.3969/j.issn.1003-1995.2008.11.001 ZHANG Ding-li, SUN Zhen-yu. Key scientific problems and development trendency of high-speed railway tunnel[J]. Railway Engineering, 2008, 58(11): 1-4. (in Chinese) doi: 10.3969/j.issn.1003-1995.2008.11.001
[10]	张顶立, 孙振宇, 侯艳娟. 隧道支护结构体系及其协同作用[J]. 力学学报, 2019, 51(2): 577-593. https://www.cnki.com.cn/Article/CJFDTOTAL-LXXB201902028.htm ZHANG Ding-li, SUN Zhen-yu, HOU Yan-juan. Tunnel support structure system and its synergistic effect[J]. Chinese Journal of Theoretical and Applied Mechanics, 2019, 51(2): 577-593. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-LXXB201902028.htm
[11]	哈肯 H. 高等协同学[M]. 北京: 科学出版社, 1989. HAKEN H. Higher Synergies[M]. Beijing: Science Press, 1989. (in Chinese)
[12]	左建平, 孙运江, 王金涛, 等. 大断面破碎巷道全空间桁架锚索协同支护研究[J]. 煤炭科学技术, 2016, 44(3): 1-6. doi: 10.13199/j.cnki.cst.2016.03.001 ZUO Jian-ping, SUN Yun-jiang, WANG Jin-tao, et al. Study on full space truss and anchor coordinative support of mine large cross-section broken roadway[J]. Coal Science and Technology, 2016, 44(3): 1-6. (in Chinese) doi: 10.13199/j.cnki.cst.2016.03.001
[13]	WIERZBICKI A P. The use of reference objectives in multi-objective optimization[C]//Multiple Criteria Decision Making Theory and Applications, 1980, Berlin: 468-486.
[14]	WIERZBICKI A P. Basic properties of scalarizmg functionals for multiobjective optimization[J]. Mathematische Operations forschung and Statistik, 1977, 8(1): 55-60.
[15]	DEB K, SAXENA K. Searching for pareto-optimal solutions through dimensionality reduction for certain large- dimensional multi-objective optimization problems[C]//Proc of 2006 IEEE Congress on Evolutionary Computation, 2006, Vancouver: 3353-3360.
[16]	KOSKI J, SILVENNOINEN R. Norm methods and partial weighting in multicriterion optimization of structures[J]. International Journal of Numerical Methods in Engineering, 1987(24): 1101-1121.
[17]	TONON F, MAMMINO A, BERNARDINI A. Multiobjective optimization under uncertainty in tunneling: Application to the design of tunnel support/reinforcement with case histories[J]. Tunnelling and Underground Space Technology, 2002, 17(1): 33-54. doi: 10.1016/S0886-7798(02)00002-0
[18]	陈豪雄. 对隧道复合式衬砌的见解[J]. 教学与科技, 1986(1): 31-37. https://www.cnki.com.cn/Article/CJFDTOTAL-SJZT198601003.htm CHEN Hao-xiong. Insights on the composite lining of tunnels[J]. Teaching and Technology, 1986(1): 31-37. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-SJZT198601003.htm
[19]	BROWN E T. From theory to practice in rock engineering[J]. Transactions of the Institution of Mining and Metallurgy, Section A: Mining Technology, 1985(94): 67-83.
[20]	HOEK E, BROWN E T. Underground Excavations in Rock[M]. London: Institution of Mining and Metallurgy, 1980.
[21]	铁路隧道设计规范：TB10003—2016[S]. 2016. Code for Design on Tunnel of Railway: TB 10003—2016[S]. 2016. (in Chinese)
[22]	ORESTE P P. Analysis of structural interaction in tunnels using the convergence-confinement approach[J]. Tunnelling and Underground Space Technology, 2003, 13(2): 347-363.
[23]	孙振宇, 张顶立, 房倩, 等. 隧道初期支护与围岩相互作用的时空演化特性[J]. 岩石力学与工程学报, 2017, 36(增刊2): 3943-3956. doi: 10.13722/j.cnki.jrme.2017.0117 SUN Zhen-yu, ZHANG Ding-li, FANG Qian, et al. Spatial and temporal evolution characteristics of interaction between primary support and tunnel surrounding rock[J]. Chinese Journal of Rock Mechanics and Engineering, 2017, 36(S2): 3943-3956. (in Chinese) doi: 10.13722/j.cnki.jrme.2017.0117
[24]	孙振宇, 张顶立, 房倩. 隧道锚固系统的协同作用及设计方法[J]. 工程力学, 2019, 36(5): 53-66, 75. https://www.cnki.com.cn/Article/CJFDTOTAL-GCLX201905006.htm SUN Zhen-yu, ZHANG Ding-li, FANG Qian. The synergistic effect and design method of tunnel anchorage system[J]. Engineering Mechanics, 2019, 36(5): 53-66, 75. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GCLX201905006.htm
[25]	许树柏. 实用决策方法—层次分析法原理[M]. 天津: 天津大学出版社, 1988. XU Shu-bai. Use of Decision Method—Analytic Hierarchy Process[M]. Tianjin: Tianjin University Press, 1988. (in Chinese)
[26]	赵勇, 刘建友, 田四明. 深埋隧道软弱围岩支护体系受力特征的试验研究[J]. 岩石力学与工程学报, 2011, 30(8): 1663-1670. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201108020.htm ZHAO Yong, LIU Jian-you, TIAN Si-ming. Experimental study of mechanical characteristics of support system for weak surrounding rock of deep tunnels[J]. Chinese Journal of Rock Mechanics and Engineering, 2011, 30(8): 1663-1670. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201108020.htm
[27]	张顶立. 隧道围岩稳定性及其支护作用分析[J]. 北京交通大学学报, 2016, 40(4): 9-18. https://www.cnki.com.cn/Article/CJFDTOTAL-BFJT201604002.htm ZHANG Ding-li. Analysis of surrounding rock stability and support action in tunnels[J]. Journal of Beijing Jiaotong University, 2016, 40(4): 9-18. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-BFJT201604002.htm
[28]	关宝树. 隧道工程设计要点集[M]. 北京: 人民交通出版社, 2003: 42-57. GUAN Bao-shu. Key Points of Tunnel Engineering Design[M]. Beijing: China Communications Press, 2003: 42-57. (in Chinese)

[1]	BAO Xiao-hua, FU Yan-bin, HUANG Hong-wei. Case study of risk assessment for safe grade of deep excavations[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk1): 192-197. DOI: 10.11779/CJGE2014S1033
[2]	WANG Ming-wu, CHEN Guang-yi, JIN Ju-liang. Risk evaluation of surrounding rock stability based on stochastic simulation of multi-element connection number and triangular fuzzy numbers[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(4): 643.
[3]	Evaluation coupling model for high slope stability based on fuzzy analytical hierarchy process- set pair analysis method[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(5).
[4]	TAN Xiaohui, WANG Jianguo, HU Xiaojun, BI Weihua. Fuzzy random finite element reliability analysis of slope stability[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(7): 991-996.
[5]	LAN Shouqi, ZHANG Qinghe. Risk assessment of deep excavation during construction based on fuzzy theory[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(4): 648-652.
[6]	WANG Mingwu, LI Li, JIN Juliang. Set pair analysis-variable fuzzy set model for evaluation of stability of surrounding rock[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(6): 941-944.
[7]	HUANG Hongwei, ZHU Lin, XIE Xiongyao. Risk assessment on engineering feasibility of key events in Shanghai metro line No. 11[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(7): 1103-1107.
[8]	BIAN Yihai, HUANG Hongwei. Fuzzy fault tree analysis of failure probability of SMW retaining structures in deep excavations[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(5): 664-668.
[9]	SHEN Yusheng, ZHAO Yuguang. Research on fuzzy probability analysis of stability of surrounding rock in double-arch tunneling[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(11): 123-126.
[10]	Lin Yuliang, Sakurai Shunsuke. A Formulation of Back Analysis Using the Fuzzy Finite Element Method[J]. Chinese Journal of Geotechnical Engineering, 1995, 17(5): 48-56.