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Open Access

Study on Influencing Factors and Prediction Models of Rock Abrasiveness

Rongguo Huai1, Jinpeng Dong2( ), Di Xu1, Liuqi Zeng1, Jinbiao Wu2
China Railway No. 5 Bureau Group Electric Engineering Co., Ltd., Changsha 410205, P. R. China
School of Resources and Safety Engineering, Central South University, Changsha 410083, P. R. China
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Abstract

Rock abrasivity is one of the crucial factors of TBM cutter wear. On the basis of previous studies, this paper systematically analyzes and summarizes the influencing factors of rock Cerchar abrasivity index (CAI), which can be divided into two categories: rock geo-mechanical parameters and experimental environmental factors. The former includes rock equivalent quartz content (EQC), rock strength, hardness, water content and P-wave velocity, while the latter mainly includes surrounding stress, steel stylus hardness, rock surface conditions and scratch length. In the geo-mechanical parameters of rocks, the cerchar abrasivity index rises with the increase of EQC, strength and hardness of rocks; the CAI value of rocks saturated with water is lower than that of dry rocks; P-wave velocity can be seen as a rough reflection on the rock abrasivity, which shows a good correlation with it. Then, the feature importance weight of the two decisive factors, i. e., EQC and strength of rocks, was analyzed by XGBoost machine learning method, and the two weight values were 0.723 and 0.277, respectively. The XGBoost analysis results show that the prediction model has a good prediction effect.

CLC number: U45 Document code: A Article ID: 1673-0836(2025)增1-0067-12

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Chinese Journal of Underground Space and Engineering
Pages 67-78

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Cite this article:
Huai R, Dong J, Xu D, et al. Study on Influencing Factors and Prediction Models of Rock Abrasiveness. Chinese Journal of Underground Space and Engineering, 2025, 21(S1): 67-78. https://doi.org/10.20174/j.JUSE.2025.S1.09

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Received: 25 November 2024
Published: 01 August 2025
© 2025 Chinese Journal of Underground Space and Engineering

This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/).