Sequential Indentation Tests to Investigate the Influence of Confining Stress on Rock Breakage by Tunnel Boring Machine Cutter in a Biaxial State

被引:55
作者
Liu, Jie [1 ]
Cao, Ping [1 ]
Han, Dongya [1 ]
机构
[1] Cent S Univ, Sch Resources & Safety Engn, Changsha 410083, Hunan, Peoples R China
基金
中国国家自然科学基金;
关键词
Confining stress; TBM cutter; Biaxial state; Breaking groove morphology; Indentation efficiency; NUMERICAL-SIMULATION; TBM; FRAGMENTATION; BREAKING;
D O I
10.1007/s00603-015-0843-6
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The influence of confining stress on rock breakage by a tunnel boring machine cutter was investigated by conducting sequential indentation tests in a biaxial state. Combined with morphology measurements of breaking grooves and an analysis of surface and internal crack propagation between nicks, the effects of maximum confining stress and minimum stress on indentation efficiency, crack propagation and chip formation were investigated. Indentation tests and morphology measurements show that increasing a maximum confining stress will result in increased consumed energy in indentations, enlarged groove volumes and promoted indentation efficiency when the corresponding minimum confining stress is fixed. The energy consumed in indentations will increase with increase in minimum confining stress, however, because of the decreased groove volumes as the minimum confining stress increases, the efficiency will decrease. Observations of surface crack propagation show that more intensive fractures will be induced as the maximum confining stress increases, whereas the opposite occurs for an increase of minimum confining stress. An observation of the middle section, cracks and chips shows that as the maximum confining stress increases, chips tend to form in deeper parts when the minimum confining stress is fixed, whereas they tend to formed in shallower parts as the minimum confining stress increases when the maximum confining stress is fixed.
引用
收藏
页码:1479 / 1495
页数:17
相关论文
共 33 条
[1]   An analytical model for the indentation of rocks by blunt tools [J].
Alehossein, H ;
Detournay, E ;
Huang, H .
ROCK MECHANICS AND ROCK ENGINEERING, 2000, 33 (04) :267-284
[2]   Simultaneous Effects of Joint Spacing and Orientation on TBM Cutting Efficiency in Jointed Rock Masses [J].
Bejari, Hadi ;
Hamidi, Jafar Khademi .
ROCK MECHANICS AND ROCK ENGINEERING, 2013, 46 (04) :897-907
[3]  
Brace W, 1961, B GEOL SCI AM, V72, P59
[4]   Numerical analysis of the cutting interaction between indenters acting on disordered materials [J].
Carpinteri, A ;
Invernizzi, S .
INTERNATIONAL JOURNAL OF FRACTURE, 2005, 131 (02) :143-154
[5]   Indentation of rock by wedge-shaped tools [J].
Chen, L. H. ;
Labuz, J. F. .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2006, 43 (07) :1023-1033
[6]   Evaluation of cutting efficiency during TBM disc cutter excavation within a Korean granitic rock using linear-cutting-machine testing and photogrammetric measurement [J].
Cho, Jung-Woo ;
Jeon, Seokwon ;
Jeong, Ho-Young ;
Chang, Soo-Ho .
TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2013, 35 :37-54
[7]   Study of various models for estimation of penetration rate of hard rock TBMs [J].
Farrokh, Ebrahim ;
Rostami, Jamal ;
Laughton, Chris .
TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2012, 30 :110-123
[8]  
Gehring K., 1995, P TUNN BOR MACH TREN, P43
[9]   Disc cutting tests in Colorado red granite: Implications for TBM performance prediction [J].
Gertsch, R. ;
Gertsch, L. ;
Rostami, J. .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2007, 44 (02) :238-246
[10]  
Gertsch R., 2000, ROCK TOUGHNESS DISC