Prediction Model of TBM Disc Cutter Wear During Tunnelling in Heterogeneous Ground

被引:143
作者
Ren, Dong-Jie [1 ,2 ]
Shen, Shui-Long [1 ,2 ]
Arulrajah, Arul [3 ]
Cheng, Wen-Chieh [1 ,2 ]
机构
[1] Shanghai Jiao Tong Univ, Sch Naval Architecture Ocean & Civil Engn, State Key Lab Ocean Engn, Shanghai 200240, Peoples R China
[2] Shanghai Jiao Tong Univ, Dept Civil Engn, Collaborat Innovat Ctr Adv Ship & Deep Sea Explor, Shanghai 200240, Peoples R China
[3] Swinburne Univ Technol, Dept Civil & Construct Engn, Melbourne, Vic 3122, Australia
关键词
Prediction model; Friction energy; Disc cutter wear; Heterogeneous ground; OPTIMIZATION TECHNIQUES; ROCK; SOIL; STRESS; METRO; FACE; PENETRATION; PERFORMANCE; EXCAVATION; DEPOSITS;
D O I
10.1007/s00603-018-1549-3
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
When shield tunnelling is constructed in complex geological conditions using a tunnel boring machine, the disc cutter in the cutterhead easily wears to the failure state, particularly when the ground conditions are heterogeneous. This paper summarises the failure modes of the disc cutter in heterogeneous ground conditions into three categories, based on the observed wear data from field: (1) uniform disc cutter wear, (2) non-uniform disc cutter wear, and (3) breakage of cutter ring. Subsequently, the stress state of a disc cutter in the heterogeneous ground was analysed and the effective factors were investigated. The relationships between friction energy during cutting, working status of the machine and the characteristics of the geological conditions were evaluated. Based on the stress analysis and friction energy, a prediction model was proposed. The proposed model was applied to two field case studies: pertaining to uniform and mixed-face ground conditions, for which the empirical coefficient k for energy transfer was also determined. The preliminary results from this research indicated that the proposed model was valid for both homogeneous and heterogeneous ground conditions. Further case studies provided by co-operators are expected to improve the effectiveness of the proposed model.
引用
收藏
页码:3599 / 3611
页数:13
相关论文
共 56 条
[51]   Prediction of radial bit cutting force in high-strength rocks using multiple linear regression analysis [J].
Yilmaz, N. Gunes ;
Yurdakul, M. ;
Goktan, R. M. .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2007, 44 (06) :962-970
[52]   Use of indentation tests to study the influence of confining stress on rock fragmentation by a TBM cutter [J].
Yin, L. J. ;
Gong, Q. M. ;
Ma, H. S. ;
Zhao, J. ;
Zhao, X. B. .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2014, 72 :261-276
[53]   An efficient optimization method for identifying parameters of soft structured clay by an enhanced genetic algorithm and elastic-viscoplastic model [J].
Yin, Zhen-Yu ;
Jin, Yin-Fu ;
Shen, Shui-Long ;
Huang, Hong-Wei .
ACTA GEOTECHNICA, 2017, 12 (04) :849-867
[54]   Optimization techniques for identifying soil parameters in geotechnical engineering: Comparative study and enhancement [J].
Yin, Zhen-Yu ;
Jin, Yin-Fu ;
Shen, Jack Shuilong ;
Hicher, Pierre-Yves .
INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2018, 42 (01) :70-94
[55]   Tunneling induced geohazards in mylonitic rock faults with rich groundwater: A case study in Guangzhou [J].
Zhang, Ning ;
Shen, Jack Shuilong ;
Zhou, Annan ;
Arulrajah, Arul .
TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2018, 74 :262-272
[56]   Tunnelling through a frequently changing and mixed ground: A case history in Singapore [J].
Zhao, J. ;
Gong, Q. M. ;
Eisensten, Z. .
TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2007, 22 (04) :388-400