深埋高地应力TBM隧道挤压大变形及其控制技术研究

doi:10.13722/j.cnki.jrme.2015.1000

Abstract
Figure/Table
References
Related Citation (15)

Download: PDF (461 KB) HTML (1 KB)
Export: BibTeX | EndNote (RIS)

Abstract Without timely and reasonable treatments，the large convergence displacement due to high geostress and complex tectonic stress of ground squeezing will result in economic losses. TBM tunnels were the focus of the study. The mechanism of large displacement due to ground squeezing was described. The prediction and recognition methods were presented. The prediction methods of convergence displacement of tunnel including AI method and uncertainty analysis method were discussed in detail. Finally the common disposal methods for grounds under different squeezing levels were summarized. The formulas for recognition，the prediction methods and the disposal technologies of large squeezing displacement of TBM tunnels were developed for corresponding projects，so blindly using these methods yielded no effect. We suggested the choosing of these methods with caution.

Key words： tunnelling engineering high geostress squeezing large displacement TBM tunnel

	Service

	E-mail this article
	Add to my bookshelf
	Add to citation manager
	E-mail Alert
	RSS
	Articles by authors

Cite this article:

URL:

http://www.rockmech.org/EN/10.13722/j.cnki.jrme.2015.1000 OR http://www.rockmech.org/EN/Y2015/V34/I11/2215

[31]	DEBERNARDI D，BARLA G. New viscoplastic model for design analysis of tunnels in squeezing conditions[J]. Rock Mechanics and Rock Engineering，2009，42(2)：259-288.
[32]	PELLET F L，ROOSEFID M，DELERUYELLE F. On the 3D numerical modelling of the time-dependent development of the damage zone around underground galleries during and after excavation[J]. Tunnelling and Underground Space Technology，2009，24(6)：665- 674.
[33]	PELLET F，HAJDU A，DELERUYELLE F，et al. A viscoplastic model including anisotropic damage for the time dependent behaviour of rock[J]. International Journal for Numerical and Analytical Methods in Geomechanics，2005，29(9)：941-970. " target="_blank">
[34]	RAMONI M，ANAGNOSTOU G. The interaction between shield，ground and tunnel support in TBM tunnelling through squeezing ground[J]. Rock Mechanics and Rock Engineering，2011，44(1)：37-61.
[35]	ZHAO K，JANUTOLO M，BARLA G. A completely 3D model for the simulation of mechanized tunnel excavation[J]. Rock Mechanics and Rock Engineering，2012，45(4)：475-497.
[36]	ZHAO K，JANUTOLO M，BARLA G，et al. 3D simulation of TBM excavation in brittle rock associated with fault zones：The Brenner Exploratory Tunnel case[J]. Engineering Geology，2014，181(1)： 93-111. " target="_blank">
[37]	JIMENEZ R，RECIO D. A linear classifier for probabilistic prediction of squeezing conditions in Himalayan tunnels[J]. Engineering Geology，2011，121(1)：101-109. " target="_blank">
[38]	SATAR M，SEYED R T，MASOUD M. Application of artificial intelligence algorithms in predicting tunnel convergence to avoid TBM jamming phenomenon[J]. International Journal of Rock Mechanics and Mining Sciences，2012，55(1)：33-44. " target="_blank">
[1]	RAMONI M，ANAGNOSTOU G. TBM tunnelling in squeezing ground—basic considerations and decision aids[C]// Rapid Excavation and Tunneling Conference Proceedings. San Francisco，California：[s. n.]，2011：219-233. " target="_blank">
[2]	RAMONI M，ANAGNOSTOU G. On the feasibility of TBM drives in squeezing ground[J]. Tunnelling and Underground Space Technology，2006，21(3)：262. " target="_blank">
[6]	SHANG Y，XUE J，WANG S，et al. A case history of tunnel boring machine jamming in an inter-layer shear zone at the Yellow River Diversion Project in China[J]. Engineering geology，2004，71(3)：199-211. " target="_blank">
[13]	RAMONI M，ANAGNOSTOU G. The effect of consolidation on TBM shield loading in water-bearing squeezing ground[J]. Rock Mechanics and Rock Engineering，2011，44(1)：63-83.
[22]	EBRAHIM F，JAMAL R. Correlation of tunnel convergence with TBM operational parameters and chip size in the Ghomroud tunnel，Iran[J]. Tunnelling and Underground Space Technology，2008，23(6)：700-710.
[25]	THE MΑΝΗ V，JEAN S，DIDIER S，et al. Anisotropic closure in squeezing rocks：the example of saint-martin-la-porte access gallery[J]. Rock Mechanics and Rock Engineering，2013，46(2)：231-246.
[28]	CARRANZA-TORRES C，FAIRHURST C. Application of the convergence-confinement method of tunnel design to rock masses that satisfy the Ηoek-Βrown failure criterion[J]. Tunnelling and Underground Space Technology，2000，15(2)：187-213. " target="_blank">
[29]	SHALABI F I. FE analysis of time-dependent behavior of tunneling in squeezing ground using two different creep models[J]. Tunnelling and Underground Space Technology，2005，25(3)：271-279. " target="_blank">
[30]	STERPI D，GIODA G. Visco-plastic behaviour around advancing tunnels in squeezing rock[J]. Rock Mechanics and Rock Engineering，2009，42(3)：319-339. " target="_blank">
[5]	AKSOY C O，OGUL K，TOPAL I，et al. Numerical modeling of non-deformable support in swelling and squeezing rock[J]. International Journal of Rock Mechanics and Mining Sciences，2012，52(1)：61-70. " target="_blank">
[10]	LINARD C，GEORGIOS A. The effect of the stress path on squeezing behavior in tunneling[J]. Rock Mechanics and Rock Engineering，2009，42(1)：289-318. " target="_blank">
[14]	JETHWA J L，SINGH B. Estimation of ultimate rock pressure for tunnel linings under squeezing rock conditions—a new approach[C]// Design and Performance of Underground Excavations，ISRM Symposium. Cambridge：[s. n.]，1984：231-238. " target="_blank">
[15]	SINGH B，JETHWA J L，DUBE A R. Correlation between observed support pressure and rock mass quality[J]. Tunnelling and Underground Space Technology，1992，7(1)：59-74. " target="_blank">
[18]	张祉道. 关于挤压性围岩隧道大变形的探讨和研究[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)) " target="_blank">
[19]	HOEK E. Big tunnels in bad rock[J]. Journal of Geotechnical and Geoenvironmental Engineering，2001，127(9)：726-740. " target="_blank">
[21]	BARTON N. Some new Q-value correlations to assist in site characterization and tunnel design[J]. International Journal of Rock Mechanics and Mining Sciences，2002，39(2)：185-216.
[24]	DEHKORDI M S，SHAHRIAR K，MOAREFVAND P，et al. Application of the strain energy to estimate the rock load in squeezing ground condition of Eamzade Hashem tunnel in Iran[J]. Arabian Journal of Geosciences，2013，6(4)：1 241-1 248. " target="_blank">
[27]	刘泉声，黄兴，时凯，等. 深部挤压性地层TBM掘进卡机孕育致灾机制[J]. 煤炭学报，2014，39(增1)：75-82.(LIU Quansheng，HUANG Xing，SHI Kai，et al. The mechanism of TBM shield jamming disaster tunnelling through deep squeezing ground[J]. Journal of China Coal Society，2014，39(Supp.1)：75-82.(in Chinese)) " target="_blank">
[44]	李国良，朱永全. 乌鞘岭隧道高地应力软弱围岩大变形控制技术[J]. 铁道工程学报，2008，(3)：54-59.(LI Guoliang，ZHU Yongquan. Control technology for large deformation of highland stressed weak rock in Wushaoling tunnel[J]. Journal of Railway Engineering Society，2008，(3)：54-59.(in Chinese)) " target="_blank">
[39]	SATAR M，SEYED R T. Prediction of tunnel convergence using Artificial Neural Networks[J]. Tunnelling and Underground Space Technology，2012，28(2)：218-228. " target="_blank">
[40]	PANTHI K K，NILSEN B. Uncertainty analysis of tunnel squeezing for two tunnel cases from Nepal Himalaya[J]. International Journal of Rock Mechanics and Mining Sciences，2007，44(1)：67-76.
[41]	HOEK E，MARINOS P. Predicting tunnel squeezing problems in weak heterogeneous rock masses[J]. Tunnels and Tunnelling International， 2000，32 (11)：45-51. " target="_blank">
[42]	PANTHI K K. Analysis of engineering geological uncertainties related to tunnelling in Himalayan rock mass conditions[Ph. D. Thesis][D]. Norway：Norwegian University of Science and Technology，2006. " target="_blank">
[43]	张继奎，方俊波. 高地应力千枚岩大变形隧道支护参数试验研究[J]. 铁道工程学报，2006 (5)：66-70.(ZHANG Jikui，FANG Junbo. Experiment research on support parameters of large strain phyllite tunnel under high stress[J]. Journal of Railway Engineering Society，2006，(5)：66-70.(in Chinese)) " target="_blank">
[45]	许再良，孙元春. 雁门关铁路隧道挤压变形问题分析[J]. 岩石力学与工程学报，2014，33(增2)：3 834-3 839.(XU Zailiang，SUN Yuanchun. Tunneling in squeezing ground conditions：with a case study of Yanmenguan railway tunnel[J]. Chinese Journal of Rock Mechanics and Engineering，2014，33(Supp.2)：3 834-3 839.(in Chinese)) " target="_blank">
[46]	刘志强，宋冶，胡元芳. 隧道挤压型变形与支护特性研究[J]. Rock and Soil Mechanics，2013，34(增1)：413-418.(LIU Zhiqiang，SONG Ye，HU Yuanfang. Study of squeezing deformation and support characteristics of tunnels[J]. Rock and Soil Mechanics，2013，34(Supp.1)：413-418.(in Chinese)) " target="_blank">
[47]	SHANG Y，XUE J，WANG S，et al. A case history of tunnel boring machine jamming in an inter-layer shear zone at the Yellow River Diversion Project in China[J]. Engineering Geology，2004，71(3)： 199-211. " target="_blank">
[48]	BILGIN N，ALGAN M. The performance of a TBM in a squeezing ground at Uluabat，Turkey[J]. Tunnelling and Underground Space Technology，2012，32(1)：58-65. " target="_blank">
[49]	尚彦军，史永跃，曾庆利，等. 昆明上公山隧道复杂地质条件下TBM卡机及护盾变形问题分析和对策[J]. 岩石力学与工程学报，2005，24(21)：3 858-3 863.(SHANG Yanjun，SHI Yongyue，ZENG Qingli，et al. TBM jamming and deformation in complicated geological conditions and engineering measures[J]. Chinese Journal of Rock Mechanics and Engineering，2005，24(21)：3 858-3 863.(in Chinese)) " target="_blank">
[4]	SHATERPOUR-MAMAGHANI A，TUMAC D，AVUNDUK E. Double shield TBM performance analysis in difficult ground conditions：a case study in the Gerede water tunnel，Turkey[J]. Bulletin of Engineering Geology and the Environment，2015，74(1)：1-12. " target="_blank">
[8]	BARLA G. Tunneling under squeezing rock conditions[M]. Berlin：Logos Verlag Berlin，2001：91. " target="_blank">
[20]	AYDAN O，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. " target="_blank">
[3]	MA H S，WANG J，YIN L J. TBM tunneling in squeezing ground：Problems and solutions[C]// Veterinary Clinical Pathology：A Case- Based Approach. [S. l.]：[s. n.]，2015：339. " target="_blank">
[7]	ISRM. Commission on squeezing rocks in tunnels tunneling in difficult ground[C]// BARLA G ed. Proceedings of Workshop the 8th ISRM. Tokyo：[s. n.]，1995：1-90. " target="_blank">
[9]	KOVFIRI K，STAUS J. Basic considerations on tunnelling in squeezing ground[J]. Rock Mechanics and Rock Engineering，1996， 29(4)：203-210. " target="_blank">
[11]	黄兴. 深部软弱地层TBM掘进围岩挤压大变形与卡机致灾机制[博士学位论文][D]. 武汉：中国科学院武汉岩土力学研究所，2014. (HUANG Xing. Mechanism of large squeezing deformation and shield jamming in deep soft ground tunnelling by TBM[Ph. D. Thesis][D]. Wuhan：Institute of Rock and Soil Mechanics，Chinese Academy of Sciences，2014.(in Chinese)) " target="_blank">
[12]	赵旭峰. 挤压性围岩隧道施工时空效应及其大变形控制研究[博士学位论文][D]. 上海：同济大学，2007.(ZHAO Xufeng. The temporal and spatial effect in construction and control of large deformation of tunnels in squeezing ground[Ph. D. Thesis][D]. Shanghai：Tongji University，2007.(in Chinese)) " target="_blank">
[16]	GOEL R K，JETHWA J L，PAITHANKAR A G. Indian experiences with Q and RMR system[J]. Tunnelling and Underground Space Technology，1995，10 (1)：97-109. " target="_blank">
[17]	BARTON N，LIEN R，LUNDE J. Engineering classification of rock masses for the design of tunnel support[J]. Rock Mechanics，1974，6(4)：189-236. " target="_blank">
[23]	DWIVEDI R D，SINGH M，VILADKAR M N，et al. Prediction of tunnel deformation in squeezing grounds[J]. Engineering Geology，2013，161(18)：55-64. " target="_blank">
[26]	LIU Q S，HUANG X，SHI K，et al. Jamming mechanism of full face tunnel boring machine in over thousand-meter depths[J]. Journal of China Coal Society，2013，38(1)：78-84.