Disc cutting tests in Colorado red granite: Implications for TBM performance prediction

被引:294
作者
Gertsch, R.
Gertsch, L.
Rostami, J.
机构
[1] Univ Missouri, Dept Geol Sci & Engn, Rolla, MO 65409 USA
[2] Univ Missouri, Rock Mech & Explosives Res Ctr, Rolla, MO 65409 USA
[3] Michigan Technol Univ, Dept Geol & Min Engn & Sci, Houghton, MI 49931 USA
[4] Univ Tehran, Min Dept, Tehran, Iran
[5] CDM, Geotech Div, Annandale, VA USA
关键词
rock cutting; cutter forces; tunnel boring machine; performance prediction;
D O I
10.1016/j.ijrmms.2006.07.007
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
A series of full-scale laboratory disc cutting tests was conducted with a single disc cutter (432 mm diameter and a constant cross-section profile) and a single rock type (a coarse-grained red granite). Normal, rolling, and side forces were measured for a series of spacings and penetrations, from which other cutting parameters also were calculated. Although the increases of normal and rolling forces with increased spacing and penetration are as expected, the results illuminate additional aspects of performance prediction. Specific energy (SE) considerations indicate that a spacing of 76 mm is close to optimum in this hard, brittle crystalline rock. At this spacing, penetration has very little effect on SE. These results show why spacings near 76 mm are commonly found on tunnel boring machines operating in hard rock. The relationship of rolling force to normal force was close and consistent: A nearly linear rise of the ratio of rolling force to normal force with increased penetration, and, conversely, a nearly unchanged ratio with increases in spacing. The results tend to validate performance prediction methodologies based on normal force-penetration models. (c) 2006 Elsevier Ltd. All rights reserved.
引用
收藏
页码:238 / 246
页数:9
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