ZHANG Kui, YANG Chang, CHEN Chun-lei, et al. Scale model test on laser-assisted rock indentation by
TBM disc cutter indenter[J]. 2022, 43(1): 87-96.
DOI:
ZHANG Kui, YANG Chang, CHEN Chun-lei, et al. Scale model test on laser-assisted rock indentation by
TBM disc cutter indenter[J]. 2022, 43(1): 87-96.DOI: 10.16285/j.rsm.2021.0770.
Scale model test on laser-assisted rock indentation by
TBM disc cutter indenter
To verify the efficient rock breaking ability of high-energy laser technology using for tunnel boring machines (shorted for TBM) disc cutters (hereinafter referred to as disc cutters)
taking the basic movement form of the hob in the process of rock breaking-rock intrusion as the research object
a reduced scale hob indenter is prepared with a ratio of 1:8 (the following is the hob indenter) referring to the 17 inch (432 mm) engineering hob
orthogonal tests of rock invasion by hob indenter L20 (4×5) with laser assist and comparative tests without laser assist were carried out with different hole spacing (2
3
4
5 mm) and cutter-hole spacing (3
4
5
6
7 mm) as variables. The experimental results show that with the increase of indenter-hole distance
both volumes of rock breakage and rock fragmentation size increase; with the increasing laser hole distance
rock breakage volume
vertical forces and the difficulty of rock breaking decrease
while rock fragmentation size and specific energy increase. The optimal indenter-hole distance and laser hole distance are 6 mm and 3 mm respectively. Compared with the traditional rock-breaking method by disc cutters
laser-assisted rock cutting would promote the generation of rock tensile cracks
and improve the rock-breaking efficiency of indentation by the cutters. The research results also show the prospects for application of the proposed laser-assisted rock cutting model to TBM tunneling under the extremely hard rock grounds in the future.
Numerical research on rock fragmentation process by disc cutter
Experimental study of influence of joint space and joint angle on rock fragmentation by TBM disc cutter
Comparative theoretical and experimental analysis of rock breaking by tunnel boring machine disc cutters
Partide flow code analysis of effect of ductility-brittleness change on TBM cutters rock fragmentation process and its failure mode
Analysis and comprehensive prevention-control for TBM jamming induced by squeezing deformation of surrounding rock around water diversion tunnel from Datong river into Huangshui river
Related Author
ZHANG Jia
ZHU Yi
XU Zi-jun
XIA Yi-min
LI Jian-fang
TAN Qing
MO zhen-ze
ZOU Fei1
Related Institution
College of Mechanical Engineering, Xiangtan University
State Key Laboratory of High Performance Complex Manufacturing, Central South University
School of Mechanical and Electrical Engineering, Central South University
Guizhou Zhian Traffic Engineering Monitor & Test Center Co., Ltd.
State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences