围压对TBM滚刀破岩影响规律的线性切割试验研究

doi:10.13722/j.cnki.jrme.2014.0926

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Related Citation (15)

[5]	GEHRING K. Design criteria for TBM?s with respect to real rock pressure[C]// Proceedings of Tunnel Boring Machines：Trends in Design and Construction of Mechanized Tunneling. Hagemberg：[s.n.]，1995：43–53. " target="_blank">
[6]	TARKOY P J，MARCONI M. Difficult rock combination and associated geological conditions[C]// Proceedings of the 6th Congress Tunnelling 91. London：[s.n.]，1991：195–207. " target="_blank">
[1]	REHBOCK-SANDER M，BOISSONNAS Y. Gotthard base tunnel： special aspects and state of the works[C]// Proceedings of the ITA 2005，Underground Space Use：Analysis of the Past and Lessons for the Future. London：[s.n.]，2005：485–490. " target="_blank">
[10]	HUANG H，DAMJANAL B，DETOURNAY E. Normal wedge indentation in rocks with lateral confinement[J]. Rock Mechanics and Rock Engineering，1998，31(2)：81–94. " target="_blank">
[11]	CHEN L H，LABUZ J F. Indentation of rock by wedge-shaped tools[J]. International Journal of Rock Mechanics and Mining Sciences，2006，43(7)：1 023–1 033. " target="_blank">
[18]	ROSTAMI J. Development of a force estimation model for rock fragmentation with disc cutters through theoretical modeling and physical measurement of crushed zone pressure[Ph. D. Thesis][D]. Golden：Colorado School of Mines，1997. " target="_blank">
[21]	CHANG S H，CHOI S W，BAE G J. Performance prediction of TBM disc cutting on granitic rock by the linear cutting test[J]. Tunnelling and Underground Space Technology，2006，21(3/4)：271. " target="_blank">
[2]	GONG Q M，YIN L J，WU S Y，et al. Rock burst and slabbing failure and its influence on TBM excavation at headrace tunnels in Jinping II hydropower station[J]. Engineering Geology，2012，124(1)：98–108. " target="_blank">
[3]	张镜剑. TBM的应用及有关问题展望[J]. 岩石力学与工程学报，1999，18(3)：363–367.(ZHANG Jingjian. The application and some problems of TBM and its prospects[J]. Chinese Journal of Rock Mechanics and Engineering，1999，18(3)：363–367.(in Chinese))
[4]	BORDET C，COMES G. Etude prévisionnelle de la forabilité des roches au tunnelier[J]. Tunnels et Ouvrages Souterrains，1975，(7)：11–17.(in French) " target="_blank">
[7]	KLEIN S，SCHMOLL M，AVREY T. TBM performance at four hard rock tunnels in California[C]// Proceedings of RETC. San Francisco：[s.n.]，1995：61–65. " target="_blank">
[8]	龚秋明，佘祺锐，侯哲生，等. 高地应力作用下大理岩岩体的 TBM 掘进试验研究[J]. 岩石力学与工程学报，2010，29(12)：2 522–2 532. (GONG Qiuming，SHE Qirui，HOU Zhesheng，et al. Experimental study of TBM penetration in marble rock mass under high geostress[J]. Chinese Journal of Rock Mechanics and Engineering，2010，29(12)：2 522–2 532.(in Chinese)) " target="_blank">
[9]	吴世勇，龚秋明，王鸽，等. 锦屏II级水电站深部大理岩板裂化破坏试验研究及其对TBM开挖的影响[J]. 岩石力学与工程学报，2010，29(6)：1 089–1 095.(WU Shiyong，GONG Qiuming，WANG Ge，et al. Experimental study of slabbing failure for deep- buried marble at Jinping II hydropower station and its influences on TBM excavation[J]. Chinese Journal of Rock Mechanics and Engineering，2010，29(6)：1 089–1 095.(in Chinese)) " target="_blank">
[12]	COOK N G，HOOD M，TSAI F. Observation of crack growth in hard rock loaded by an indentor[J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics，1984，21(2)：97–107. " target="_blank">
[15]	LIU HY，KOU SQ，LINDQVIST P A，et al. Numerical simulation of the rock fragmentation process induced by indenters[J]. International Journal of Rock Mechanics and Mining Sciences，2002，39(4)：491–505.
[16]	MA H S，YIN L J，JI H G. Numerical study of the effect of confining stress on rock fragmentation by TBM cutters[J]. International Journal of Rock Mechanics and Mining Sciences，2011，48(6)：1 021–1 033. " target="_blank">
[17]	YIN L J，GONG Q M，MA H S，et al. Study of the influence of confining stress on the rock fragmentation by TBM cutters with indentation test[J]. International Journal of Rock Mechanics and Mining Sciences，2014，72(8)：261–276. " target="_blank">
[19]	GERTSCH R，GERTSCH L，ROSTAMI J. Disc cutting tests in Colorado Red Granite：Implications for TBM performance prediction[J]. International Journal of Rock Mechanics and Mining Sciences，2007，44(2)：238–246.
[20]	BALCI C. Correlation of rock cutting tests with field performance of a TBM in a highly fractured rock formation：a case study in Kozyatagi- Kadikoy metro tunnel，Turkey[J]. Tunnelling and Underground Space Technology，2009，24(4)：423–435.
[13]	BILGIN N，TUNCDEMIR H，BALCI C，et al. A model to predict the performance of tunnelling machines under stressed conditions[C]// Proceedings of AITES-ITA 2000 World Tunnel Congress，The South African Institute of Mining and Metallurgy Symposium Series S24. Durban：[s.n.]，2000：47–54. " target="_blank">
[14]	张魁，夏毅敏，谭青，等. 不同围压条件下TBM刀具破岩模式的数值研究[J]. 岩土工程学报，2010，32(11)：1 780–1 787. (ZHANG Kui，XIA Yimin，TAN Qing，et al. Numerical study of modes of breaking rock by TBM cutter under different confining pressures[J]. Chinese Journal of Geotechnical Engineering，2010，32(11)：1 780–1 787.(in Chinese)) " target="_blank">
[22]	龚秋明，张浩，李真，等. 机械破岩试验平台研制[J]. 现代隧道技术，2016(待刊).(GONG Qiuming，ZHANG Hao，LI Zhen，et al. Development of a mechanical rock fragmentation experimental platform[J]. Modern Tunnelling Technology，2016(to be Pressed).(in Chinese)) " target="_blank">
[23]	GONG Q M，ZHAO J，JIANG Y S. In-situ TBM penetration tests and rock mass boreability analysis in hard rock tunnels[J]. Tunnelling and Underground Space Technology，2007，22(3)：303–316.