Study on the rock fragmentation process simulation by TBM disc cutter based on 2D-FDEM

Purpose Previous studies have predominantly employed single continuous or discontinuous numerical methods to simulate the tunnel boring machine (TBM) disc cutter rock breaking process, making it difficult to accurately analyze information such as rock debris size, rock debris volume, and specific energy. Therefore, the purpose of this paper is to calibrate appropriate element sizes and penetration rates when using the 2D-FDEM numerical method to simulate TBM disc cutter rock breaking. Additionally, it aims to investigate the effects of cutter blade width, disc cutter spacing and penetration sequence. Design/methodology/approach By setting different element sizes and penetration rates, their effects on rock breaking effectiveness are investigated. When the element size and penetration rate are sufficiently small, the simulation results stabilize, allowing for the calibration of appropriate element sizes and penetration rates. Additionally, by varying cutter blade widths, cutter spacings and penetration sequences, their respective impacts on rock breaking effectiveness are studied to determine the optimal cutter width and spacing. Findings The maximum element size should not exceed 3.5 mm, and the maximum penetration rate should not exceed 1.0 m/s. The optimal cutter width ranges from 7.0 to 14.5 mm. Wide-blade cutters can reduce specific energy, expand the failure range of the specimen, and reduce cutter wear. However, wide-blade cutters increase cutter thrust and crack initiation load. Under the conditions studied in this paper, the optimal spacing between adjacent cutters is 10–15 cm when they penetrate simultaneously. However, when there is a sequential difference in the penetration order of adjacent cutters, the cutter spacing needs to be reduced. Originality/value The findings of this study provide valuable references for selecting element sizes and penetration rates in subsequent FDEM simulations of TBM disc cutter rock breaking. Furthermore, the results establish recommended ranges for optimal cutter blade width and cutter spacing, offering practical guidance for the design and installation of TBM disc cutters.

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Publication Details

Journal
Engineering Computations
Published
2026-05-27
DOI
https://doi.org/10.1108/ec-03-2025-0277
Primary Topic
Tunneling and Rock Mechanics
Type
article
Field-Weighted Citation Impact
0.00

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article

Study on the rock fragmentation process simulation by TBM disc cutter based on 2D-FDEM

Q Y Liu, Penghai Deng, Haoran Xu, Man Wang et al.
Engineering Computations
Tunneling and Rock Mechanics
article

Study on the rock fragmentation process simulation by TBM disc cutter based on 2D-FDEM

Q Y Liu, Penghai Deng, Haoran Xu, Man Wang, Jianguo Zhang
article en

Abstract

Purpose Previous studies have predominantly employed single continuous or discontinuous numerical methods to simulate the tunnel boring machine (TBM) disc cutter rock breaking process, making it difficult to accurately analyze information such as rock debris size, rock debris volume, and specific energy. Therefore, the purpose of this paper is to calibrate appropriate element sizes and penetration rates when using the 2D-FDEM numerical method to simulate TBM disc cutter rock breaking. Additionally, it aims to investigate the effects of cutter blade width, disc cutter spacing and penetration sequence. Design/methodology/approach By setting different element sizes and penetration rates, their effects on rock breaking effectiveness are investigated. When the element size and penetration rate are sufficiently small, the simulation results stabilize, allowing for the calibration of appropriate element sizes and penetration rates. Additionally, by varying cutter blade widths, cutter spacings and penetration sequences, their respective impacts on rock breaking effectiveness are studied to determine the optimal cutter width and spacing. Findings The maximum element size should not exceed 3.5 mm, and the maximum penetration rate should not exceed 1.0 m/s. The optimal cutter width ranges from 7.0 to 14.5 mm. Wide-blade cutters can reduce specific energy, expand the failure range of the specimen, and reduce cutter wear. However, wide-blade cutters increase cutter thrust and crack initiation load. Under the conditions studied in this paper, the optimal spacing between adjacent cutters is 10–15 cm when they penetrate simultaneously. However, when there is a sequential difference in the penetration order of adjacent cutters, the cutter spacing needs to be reduced. Originality/value The findings of this study provide valuable references for selecting element sizes and penetration rates in subsequent FDEM simulations of TBM disc cutter rock breaking. Furthermore, the results establish recommended ranges for optimal cutter blade width and cutter spacing, offering practical guidance for the design and installation of TBM disc cutters.

Engineering Computations
Wuhan University (CN), State Key Laboratory of Oil and Gas Reservoir Geology and Exploitation (CN), China Railway Group (China) (CN)
National Natural Science Foundation of China, Fundamental Research Funds for the Central Universities
Openalex Percentile: Top 10%
Tunneling and Rock Mechanics
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