首页|Experimental study on the effect of unloading rate on gneiss rockburst

Experimental study on the effect of unloading rate on gneiss rockburst

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Rockburst are often encountered in tunnel construction due to the complex geological conditions.To study the influence of unloading rate on rockburst,gneiss rockburst experiments were conducted under three groups of unloading rates.A high-speed photography system and acoustic emission(AE)system were used to monitor the entire process of rockburst process in real-time.The results show that the intensity of gneiss rockburst decreases with decrease of unloading rate,which is manifested as the reduction of AE energy and fragments ejection velocity.The mechanisms are proposed to explain this effect:(ⅰ)The reduction of unloading rate changes the crack propagation mechanism in the process of rockburst.This makes the rockbursts change from the tensile failure mechanism at high unloading rate to the tension-shear mixed failure mechanism at low unloading rate,and more energy released in the form of shear crack propagation.Then,less strain energy is converted into kinetic energy of fragments ejec-tion.(ⅱ )Less plate cracking degree of gneiss has taken shape due to decrease of unloading rate,resulting in the destruction of rockburst incubation process.The enlightenments of reducing the unloading rate for the project are also described quantitatively.The rockburst magnitude is reduced from the medium magnitude at the unloading rate of 0.1 MPa/s to the slight magnitude at the unloading rate of 0.025 MPa/s,which was judged by the ejection velocity.

RockburstUnloading rateCrack propagationInfluence mechanisms

Dongqiao Liu、Jie Sun、Ran Li、Manchao He、Binghao Cao、Chongyuan Zhang、Wen Meng

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State Key Laboratory for Tunnel Engineering,China University of Mining and Technology,Beijing 100083,China

Key Laboratory of Active Tectonics and Geological Safety,Ministry of Natural Resources,Institute of Geomechanics,Chinese Academy of Geological Sciences,Beijing 100081,China

School of Mechanics and Civil Engineering,China University of Mining and Technology,Beijing 100083,China

国家自然科学基金国家自然科学基金Fundamental Research Funds for the Central Universities of China

41941018520742992023JCCXSB02

2024

岩石力学与岩土工程学报(英文版)
中国科学院武汉岩土力学所中国岩石力学与工程学会武汉大学

岩石力学与岩土工程学报(英文版)

CSTPCD
影响因子:0.404
ISSN:1674-7755
年,卷(期):2024.16(6)