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Dynamic response analysis method, software and applications in engineering rockmass based on CASRock |
PAN Pengzhi1, MEI Wanquan2
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1.State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, Hubei, China; 2.School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan 430070, Hubei, China |
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Abstract Aiming at the localized characteristics of engineering rock mass failure, the local updating rule was established for dynamic analysis of engineering rock mass by using cellular automata technique on spatial scale and Newmark integration method on time scale, respectively. Based on a self-developed cellular automata software for engineering rockmass fracturing process(CASRock), the dynamic version, i.e. CASRock.Dyna was developed. Investigating the propagationof elastic waves in the rock mass, the stress wave propagation obtained by CASRock.Dyna was consistent with the analytical results, which verifies the feasibility of CASRock.Dyna for elastic dynamic analysis. The elasto-plastic results obtained by CASRock.Dyna were consistent with the counterparts obtained by the boundary element method, which demonstrated the ability of CASRock.Dyna for non-linear dynamic analysis. Dynamic analysis of rock mass subjected to destress blasting and blasting disturbance was conducted to explore the effect of in situ stress, heterogeneity of rock mass and dynamic parameters on failure degree and scope.
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Received: 31 July 2021
Published: 20 September 2021
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