A New Integrated Performance Forecasting Model of TBM

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Abstract:

To realize accurate prediction of disk cutter performance and determine the crucial parameters in the design process of TBM (Full face tunneling boring machine), a new performance forecasting method of the circular blade cutter is presented, which integrates the parameters of breaking rock such as rock, disc cutter and construction. Furthermore, the second derivation in the process of breaking rock is considered, a new comprehensive performance forecasting model of the circular blade cutter is established based on the Coulomb-Mohr failure criterion. On the basis, the existed performance forecasting models of disc cutter such as Liner Cutting and CSM, and the performance forecasting model of disc cutter presented this paper are analyzed and calculated, according to Colorado linear cutting experiment. The calculation results indicate the prediction accuracy of the performance forecasting model presented in this paper is greatly improved, comparing with the existed models (such as CSM, linear cutting). Finally, the influences of the parameters (rock, disc cutter and construction) are analyzed, which provides for the overall design of TBM cutter and construction with some scientific basis.

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439-444

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May 2016

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© 2016 Trans Tech Publications Ltd. All Rights Reserved

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[1] Zhao, J. A new model for TBM performance prediction in blocky rock conditions [J]. Delisio: Tunnelling and Underground Space Technology, 2014, 43: 440-452.

DOI: 10.1016/j.tust.2014.06.004

Google Scholar

[2] Zhang Zhao-Huang, Qiao Yong-Li. Research on the layout of TBM disc cutter [J]. Gongcheng Lixue/Engineering Mechanics, 2011, 28(5): 172-177.

Google Scholar

[3] Soo-Ho Chang, Soon-Wook Choi, Gyu-Jin Bae. Performance prediction of TBM disc cutting on granitic rock by the linear cutting test [J]. Tunnelling and Underground Space Technology 21 (2006) 271.

DOI: 10.1016/j.tust.2005.12.131

Google Scholar

[4] Zhang Zhao-Huang.Full face rock tunnel boring machine and cutting rock breaking theory [M]. Beijing: China Railway Publishing House, (2003).

Google Scholar

[5] Saffet yagiz. Utilizing rock mass properties for predicting TBM performance in hard rock condition [J]. Tunnelling and Underground Space Technology 23 (2008) 326–339.

DOI: 10.1016/j.tust.2007.04.011

Google Scholar

[6] Hassanpour, J. Rostami, J. A new hard rock TBM performance prediction model for project planning [J]. Tunnelling and Underground Space Technology, 2011, 21(5): 595-603.

DOI: 10.1016/j.tust.2011.04.004

Google Scholar

[7] Yang Kai, Xia Yimin, Wu Yuan. Studies on rock-breaking of positive disc cutter and edge disc cutter [J]. Applied Mechanics and Materials, 2014, 508: 159-164.

DOI: 10.4028/www.scientific.net/amm.508.159

Google Scholar

[8] Rostami Jamal, Farrokh Ebrahim. Advance rate simulation for hard rock [J]. KSCE Journal of Civil Engineering, 2014, 18(3) 837-852.

DOI: 10.1007/s12205-014-0058-5

Google Scholar

[9] Akimi Tomiro. Disc Cutter rock breaking theory [J]. Komatsu Technical Report, 1970, 16(50): 56-61.

Google Scholar

[10] R. Gertsch, L. Gertsch, J. Rostami. Disc cutting tests in Colorado Red Granite: Implications for TBM performance prediction [J]. International Journal of Rock Mechanics &Mining Sciences 44(2007) 238-246.

DOI: 10.1016/j.ijrmms.2006.07.007

Google Scholar