Investigations into the cutting characteristics of CCS type disc cutters and the comparison between experimental, theoretical and empirical force estimations

被引:76
作者
Tumac, Deniz [1 ]
Balci, Cemal [1 ]
机构
[1] Istanbul Tech Univ, Dept Min Engn, TR-34469 Istanbul, Turkey
关键词
Tunnel boring machine; Cutting forces; Performance prediction; CCS type disc cutters; Disc diameter; Tip width; TBM PERFORMANCE; PREDICTION MODEL; ROCK; EXCAVATION; TUNNEL; TESTS; PARAMETERS; EFFICIENCY; ENERGY;
D O I
10.1016/j.tust.2014.09.009
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A new model is suggested in this study to predict normal and rolling forces acting on CCS type disc cutters by modifying an empirical model developed by Bilgin (1977) for V type disc cutters, which was based on the theoretical model developed by Roxborough and Phillips (1975). The suggested model is based on the fact that V type disc cutters are manufactured with some certain edge radius as a pre-blunting to reduce the premature tool breakages. Giving an edge radius to a sharp V type disc cutter generates a disc tip (edge) profile similar to the edges of CCS type disc cutters. The predictive parameters of the suggested model are disc diameter, edge radius (or half of tip width) as a function of edge angle, cutter penetration and rock uniaxial compressive strength. Results of the full scale linear cutting experiments previously performed by the authors of this study on three different rock samples in relieved (interactive) and unrelieved (uninteractive) cutting modes are used to validate the predictive ability of the suggested model. Some additional experimental data from the recent literature are also used for this purpose. Two different constant cross section (CCS) disc cutters having 330 and 432 mm diameters and 12 and 18 mm tip widths, respectively, are used in the cutting experiments performed by the authors of this study and different cutter diameters and tip widths are used by the data taken from the literature. The results indicate that the suggested empirical model predicts reliably the normal forces with a slight overestimation, although the rolling force predictions show some scatter. It is also indicated that a theoretical model developed by Rostami and Ozdemir (1993) for CCS type disc cutters predicts normal forces with a very high reliability, although there is some scatter on predictions of the rolling force. Prediction of rolling force should be analyzed in more detail in future studies. (C) 2014 Elsevier Ltd. All rights reserved.
引用
收藏
页码:84 / 98
页数:15
相关论文
共 65 条
[1]  
Alber M, 1996, EUROCK '96/TORINO/ITALY - PREDICTION AND PERFORMANCE IN ROCK MECHANICS AND ROCK ENGINEERING, PROCEEDINGS, VOLS 1 AND 2, P721
[2]  
[Anonymous], 1978, 3 AUSTRALASIAN TUNNE
[3]  
[Anonymous], 2005, D2845 ASTM
[4]  
[Anonymous], 1993, INT J ROCK MECH MIN, DOI DOI 10.1016/0148-9062(93)92171-L
[5]  
[Anonymous], 2007, The complete ISRM suggested methods for characterization, testing and monitoring: 1974-2006, P628
[6]  
[Anonymous], GEOTECHNICAL GEOLOGI
[7]   Estimating torque, thrust and other design parameters of different type TBMs with some criticism to TBMs used in Turkish tunneling projects [J].
Ates, Ugur ;
Bilgin, Nuh ;
Copur, Hanifi .
TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2014, 40 :46-63
[8]   Correlative study of linear small and full-scale rock cutting tests to select mechanized excavation machines [J].
Balci, C. ;
Bilgin, N. .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2007, 44 (03) :468-476
[9]   Investigation into the effects of different rocks on rock cuttability by a V-type disc cutter [J].
Balci, C. ;
Tumac, D. .
TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2012, 30 :183-193
[10]   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].
Balci, C. .
TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2009, 24 (04) :423-435