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Control on mine pressure of thick and strong roof stratum movement in long wall thick coal caving face 被引量:1
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作者 邓广哲 张建昌 何涛 《Journal of Coal Science & Engineering(China)》 2008年第3期386-389,共4页
The caving of thick and strong roof stratum causes tremendous rock pressure in mine.The results of the analysis on dynamic natures of actual measurements of some fields,of which the roof pressure can be caused by thic... The caving of thick and strong roof stratum causes tremendous rock pressure in mine.The results of the analysis on dynamic natures of actual measurements of some fields,of which the roof pressure can be caused by thick and strong stratum in long wall thick coal caving face,could present the relation between the collapse and movement of thick and strong roof strata and surrounding rock pressure.In order to control the roof pressure effectively,the thick and strong roof strata,can be fractured and softened previ- ously by hydraulic fracturing and low-high pressure water infusion,fracturing and softening method.The results of study can provide basis for strata control and safe management in long wall thick coal caving face. 展开更多
关键词 long wall thick coal caving face thick and strong stratum rock pressure fracturing and softening method
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Slope failure simulations with MPM 被引量:1
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作者 Philip J.Vardon Bin Wang Michael A.Hicks 《Journal of Hydrodynamics》 SCIE EI CSCD 2017年第3期445-451,共7页
The simulation of slope failures,including both failure initiation and development,has been modelled using the material point method(MPM).Numerical case studies involving various slope angles,heterogeneity and rainf... The simulation of slope failures,including both failure initiation and development,has been modelled using the material point method(MPM).Numerical case studies involving various slope angles,heterogeneity and rainfall infiltration are presented.It is demonstrated that,by utilising a constitutive model which encompasses,in a simplified manner,both pre-and post-failure behaviour,the material point method is able to simulate commonly observed failure modes.This is a step towards being able to better quantify slope failure consequence and risk. 展开更多
关键词 Heterogeneity material point method(MPM) rainfall-induced slope failure strain softening
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