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Geotechnical and Geological Engineering

Published in:

10-03-2020 | Original Paper

Effect of Rock Stress Evolution on Failure Under Transverse Plain Water Jet

Authors: Mengmeng Hu, Biao Li, Bo Zhang, Chao Zhang, Lichao Nie, Zhengyu Liu, Wenzheng Cao

Published in: Geotechnical and Geological Engineering | Issue 4/2020

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Abstract

The subject of this investigation is the stress evolution characteristics of rock impacted by transverse plain water jet (PWJ), including the application of stress evolution in the interpretation of the laws of breaking rocks (including artificial rock). Based on the semi-infinite plane theory, an analytical solution of the stress evolution of rock subjected to transverse jet loading is obtained, and the evolution of the stress state variable F of the rock microelement based on the Mohr–Coulomb criterion is also obtained. Then, elastic brittle failure and elastic-brittle damage of rock microelements are analyzed. Besides, an expression of the damage variable D based on elastic-brittle failure assumption is proposed. The analysis shows that the peak values of the F evolution curve determines the failure of the rock microelement based on the elastic-brittle failure hypothesis. The area S_F surrounded by the evolution curve F and the line (F = F₀) is positively correlated with the damage variable D, which can be used to qualitatively explain the time dependence of breaking rock using a transverse PWJ. In addition, the method based on damage variable D presented in this paper shows great potential in quantitative analysis of time dependence of rock failure.

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Title: Effect of Rock Stress Evolution on Failure Under Transverse Plain Water Jet
Authors: Mengmeng Hu
Biao Li
Bo Zhang
Chao Zhang
Lichao Nie
Zhengyu Liu
Wenzheng Cao
Publication date: 10-03-2020
Publisher: Springer International Publishing
Published in: Geotechnical and Geological Engineering / Issue 4/2020
Print ISSN: 0960-3182
Electronic ISSN: 1573-1529
DOI: https://doi.org/10.1007/s10706-020-01269-7

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