ISSN 2096-4498

   CN 44-1745/U

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Tunnel Construction ›› 2015, Vol. 35 ›› Issue (12): 1361-1368.DOI: 10.3973/j.issn.1672-741X.2015.12.020

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Analysis on TBM Availability in Construction of Lingbei Tunnel of Hanjiang RiverWeihe River Water Conveyance Project

DIAO Zhenxing1,2, XUE Yadong1,2, WANG Jianwei3   

  1. (1. Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China; 2. Key Laboratory of Geotechnical and Underground Engineering of the Ministry of Education, Tongji University, Shanghai 200092, China; 3. Tunnel Engineering Co., Ltd., China Railway 18th Bureau Group, Chongqing, 400700, China)
  • Received:2015-07-03 Revised:2015-08-05 Online:2015-12-20 Published:2016-01-08

Abstract:

The purpose of the paper is to analyze the main factors that affect TBM availability. In the paper, the characteristics of the surrounding rock and the 2 100 mlong boring record of Lingbei tunnel of Hanjiang RiverWeihe River Water Conveyance Project are analyzed, the factors causing the abnormal downtime of TBM are determined, the fault tree model for the abnormal downtime of TBM is established. The results show that the mucking system failure, support equipment failure, cutter head and cutter failure and electric power failure are the main factors leading to the low availability of TBM. The correlation between TBM availability in fractured rock mass conditions and Field Penetration Index (FPI) is analyzed. The results show that there is no obvious correlation between TBM availability and FPI, while the mucking system failure, support equipment failure and cutter head and cutter failure have strong correlation with FPI. The main causes for the failures are analyzed and countermeasures in terms of equipment management and construction management are proposed.

Key words: Hanjiang RiverWeihe River water conveyance project, water conveyance tunnel, TBM availability, fault tree, FPI (Field Penetration Index), correlation analysis

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