YAN Chang-bin, LI Gao-liu, CHEN Jian, et al. A novel evaluation index of TBM rock-breaking efficiency based on
newly added surfaces theory[J]. 2023, 44(4): 1153-1164.
DOI:
YAN Chang-bin, LI Gao-liu, CHEN Jian, et al. A novel evaluation index of TBM rock-breaking efficiency based on
newly added surfaces theory[J]. 2023, 44(4): 1153-1164.DOI: 10.16285/j.rsm.2022.0634.
A novel evaluation index of TBM rock-breaking efficiency based on
newly added surfaces theory
Rock chips are the direct product of rock-machine interaction
and are also often used to evaluate tunnel boring machine (TBM) rock breaking efficiency and optimize TBM tunneling parameters. In-situ sieve tests of rock chips for different lithologies were conducted based on Lanzhou water source construction project and Longyan Wan’anxi water diversion project. The particle size distribution was obtained. From the perspective of energy conversion of disc cutter rock-breaking
a novel evaluation index of TBM rock-breaking efficiency based on newly added surfaces theory was proposed. Based on the particle size distribution and the statistics of TBM tunneling parameters
the correlations among the index of newly added surfaces theory
specific energy and coarseness index were investigated. The advantages of the index of newly added surfaces theory in reflecting the fragmentation degree of rock chips and accurately evaluating the rock-breaking efficiency of TBM were clarified. The regression analysis was carried out to examine the correlation between the newly added surfaces theory index and TBM tunneling thrust
the ratio of disc cutter spacing to penetration (s/p)
the optimal tunneling thrust force and s/p value range of TBM under the conditions of hard rock (grade II surrounding rock) and soft rock (grade III surrounding rock) were obtained respectively. The research results showed that the index of newly added surfaces theory not only conformed to the principle of rock fragmentation
but also evaluated the rock-breaking efficiency of TBM accurately. The more broken the rock chips
the larger the index of newly added surfaces theory
and the higher energy consumption of the TBM. At this time
the rock breaking efficiency of TBM is relatively low. The index of newly added surfaces theory has a good linear correlation with specific energy and coarseness index. The more broken the rock chips
the more energy consumption of the TBM. The larger the index of newly added surfaces theory
the smaller the coarseness index. Under the condition of soft rock
the specific energy of TBM tunneling is lower than that of hard rock
however
the fragmentation degree of rock chips is higher than that of hard rock. The index of newly added surfaces theory decreases first and then increases with the rise of tunneling thrust and s/p. Under the conditions of hard rock and soft rock
when the optimal tunneling thrust interval and s/p interval of TBM are 7 400−7 700 kN
13.9−14.4 and 1 000−1 500 kN
8.0−8.5 respectively
the index of newly added surfaces theory is small and the rock breaking efficiency of TBM is high.
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
Study and discussion on point load test for evaluating rock strength of TBM tunnel constructed in limestone
Experiments on the efficiency of rock fragmentation by rotary cutting in composite rock strata
Related Author
ZHOU Xiao-xiong
JIANG Ya-long
LIU Xiao-li
XIE Wei-qiang
ZHANG Qi
ZHANG Xiao-Ping
JI Pei-Qi
HUANG Xing
Related Institution
State Key Laboratory of Hydroscience and Engineering, Tsinghua University
School of Civil Engineering and Architecture, East China Jiaotong University
School of Civil Engineering, Chongqing Jiaotong University
School of Civil Engineering and Architectural, Wuhan University
Key Laboratory of Safety for Geotechnical and Structural Engineering of Hubei Province, Wuhan University