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Effect of slope angle on fractured rock masses under combined influence of variable rainfall infiltration and excavation unloading 被引量:1

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摘要 Intense precipitation infiltration and intricate excavation processes are crucial factors that impact the stability and security of towering and steep rock slopes within mining sites.The primary aim of this research was to investigate the progression of cumulative failure within a cracked rock formation,considering the combined effects of precipitation and excavation activities.The study was conducted in the Huangniuqian eastern mining area of the Dexing Copper Mine in Jiangxi Province,China.An engineering geological investigation was conducted,a physical model experiment was performed,numerical calculations and theoretical analysis were conducted using the matrix discrete element method(Mat-DEM),and the deformation characteristics and the effect of the slope angle of a fractured rock mass under different scenarios were examined.The failure and instability mechanisms of the fractured rock mass under three slope angle models were analyzed.The experimental results indicate that as the slope angle increases,the combined effect of rainfall infiltration and excavation unloading is reduced.A novel approach to simulating unsaturated seepage in a rock mass,based on the van Genuchten model(VGM),has been developed.Compared to the vertical displacement observed in a similar physical experiment,the average relative errors associated with the slope angles of 45,50,and 55were 2.094%,1.916%,and 2.328%,respectively.Accordingly,the combined effect of rainfall and excavation was determined using the proposed method.Moreover,the accuracy of the numerical simulation was validated.The findings contribute to the seepage field in a meaningful way,offering insight that can inform and enhance existing methods and theories for research on the underlying mechanism of ultra-high and steep rock slope instability,which can inform the development of more effective risk management strategies.
出处 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE CSCD 2024年第10期4154-4176,共23页 岩石力学与岩土工程学报(英文版)
基金 the Research Fund of National Natural Science Foundation of China(NSFC)(Grant Nos.42477142 and 42277154) the Project of Slope Safety Control and Disaster Prevention Technology Innovation team of“Youth Innovation Talent Introduction and Education Plan”of Shandong Colleges and Universities(Grant No.Lu Jiao Ke Han[2021]No.51)。
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