Relationships between tunneling parameters of TBM and rock chip characteristics based on image analysis

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  • 1. School of Civil Engineering, Chongqing Jiaotong Unirersity, Chongqing 400074, China; 2. State Key Laboratory of Hydroscience and Engineering, Tsinghua University, Beijing 100084, China; 3. China Construction Infrastructure Corporation Ltd., Beijing 100037, China; 4. Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing 100124, China;
ZHOU Xiao-xiong, male, born in 1991, PhD, Lecturer, focusing on: TBM intelligent construction technology. E-mail: zhouxiaoxiong@cqjtu.edu.cn

Online published: 2024-07-05

Supported by

the Yunlong Lake Laboratory of Deep Underground Science and Engineering Project (104023005).

Abstract

Image analysis of rock chips is an important approach for TBM intelligent tunneling, and it can be used for real-time evaluation of rock-breaking efficiency and optimization of tunneling parameters. In order to investigate the relationships between TBM tunneling parameters and rock chip characteristics, a multi-step field tunneling test was carried out in an intact granite formation at a TBM construction section of Qingdao Metro Line 6. A rock chip image acquisition system was installed on the TBM to real-time collect rock chip images. Then, the relationship between the tunneling parameters and the size and shape characteristics of rock chips obtained through image processing was analyzed. The results showed that the median particle size d50, maximum particle size dmax and roughness index CI all present a positive correlation with thrust, torque and penetration, while a good negative correlation with FPI and SE. When the thrust exceeds a critical value for rock-breaking, the increase in thrust will significantly increase d50 and CI, while dmax increases significantly only when the thrust exceeds a larger value. Besides, as the thrust increases, the shape of the large rock chips gradually becomes flattened and the aspect ratio increases. However, after the thrust reaches a certain level, the aspect ratio will remain stable. The results can provide a basis for real-time optimization of TBM tunneling parameters based on rock chip information.

Cite this article

ZHOU Xiao-xiong, XIAO Yu-hang, GONG Qiu-ming, LIU Xiao-li, LIU Jun-hao, LIU Dong-xin, . Relationships between tunneling parameters of TBM and rock chip characteristics based on image analysis[J]. Rock and Soil Mechanics, 2024 , 45(4) : 1142 -1153 . DOI: 10.16285/j.rsm.2023.5628

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