Three-dimensional coupled numerical modelling of lab-level full-scale TBM disc cutting tests

被引:28
作者
Jiang, Baoyuan [1 ]
Zhao, Gao-Feng [1 ]
Gong, Qiuming [2 ]
Zhao, Xiao-Bao [3 ]
机构
[1] Tianjin Univ, State Key Lab Hydraul Engn Simulat & Safety, Sch Civil Engn, Tianjin 300354, Peoples R China
[2] Beijing Univ Technol, Minist Educ, Key Lab Urban Secur & Disaster Engn, Beijing 100124, Peoples R China
[3] Nanjing Univ, Sch Earth Sci & Engn, NJU ECE Inst Underground Space & Geoenvironm, Nanjing 210093, Peoples R China
基金
中国国家自然科学基金;
关键词
Tunnel boring machine; Full-scale linear cutting machine; Rock cutting; Numerical modelling; Lattice spring model; LATTICE SPRING MODEL; ROCK FRAGMENTATION; CONFINING STRESS; PERFORMANCE PREDICTION; BORING MACHINE; CHONGQING SANDSTONE; SIMULATION; CUTTERS; FRACTURE; EFFICIENCY;
D O I
10.1016/j.tust.2021.103997
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In this work, comprehensive numerical modelling was conducted on the full-scale linear cutting test with a TBM disc cutter. Several numerical techniques, including local particle refinement and the coupling of different numerical methods (4D-LSM, DDA, and NMM), were adopted to more realistically reproduce the actual experimental loading conditions. The coupled numerical method was first calibrated against the normal cutting force of the normal linear cutting test with large blocks of granite. Following the calibration, numerical predictions of the inclined cutting and double-channel continuous cutting processes were conducted, and the numerical results showed good agreement with previous experimental observations. The influences of cutting speed, particle size, and multiscale coupling techniques were further discussed, and some suggestions were derived on the selection of proper numerical parameters and techniques in the numerical simulation of 3D large-scale TBM disc cutting lab tests.
引用
收藏
页数:17
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