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Plastic upper bound theory reliability analysis of coal gangue hills
Institution:College of Civil Engineering, Chongqing University, Chongqing 400030, P. R. China;Chongqing Bureau of Geology and Mineral Exploration, Chongqing 400039, P. R.China;Chongqing Environment and Sanitation Group, Chongqing 401121, P. R. China
Abstract:We established the plasticity limit analysis reliability limit state equation and the reliability calculating formula for gangue hills using the JC method. This work was based on the plasticity mechanics limit analysis upper bound theory and traditional slice methods. A reliability index of gangue hill stability was derived using this equation. It was found that the safety coefficient of gangue hills derived by the limit state equation risks failure if the variability of cohesion and internal friction angle are not considered. When the variability of the strength parameters rises, the reliability theory more consistently projects practicality than the limit state equation for gangue hill stability assessment.
Keywords:gangue hill  plastic limit analysis  slice methods  safety factor  reliability analysis
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