预览加载中，请您耐心等待几秒...

深井回采巷道围岩力学特征及锚杆支护参数优化设计研究的中期报告.docx

预览
1/3
2/3
3/3

在线预览结束，喜欢就下载吧，查找使用更方便

下载提示 文本预览

如果您无法下载资料，请参考说明：

1、部分资料下载需要金币，请确保您的账户上有足够的金币

2、已购买过的文档，再次下载不重复扣费

3、资料包下载后请先用软件解压，在使用对应软件打开

深井回采巷道围岩力学特征及锚杆支护参数优化设计研究的中期报告 Abstract: Thisreportpresentsthemid-termprogressofastudyontherockmechanicscharacteristicsandoptimizationdesignofanchorsupportparametersfordeepminingroadway.Thestudyfocusesonanalyzingthestressdistributionandfailuremechanismofsurroundingrockintheminingroadway,andconductsnumericalsimulationstooptimizethedesignofanchorsupportparameters.Theresultsshowthattheroadwaysurroundingrockintheminingzoneissubjectedtohighstressandcomplexstressdistribution,whichhasasignificantimpactonthestabilityoftheroadway.Basedontheanalysisandsimulations,anoptimizeddesignschemeforanchorsupportparametersisproposed,whichcaneffectivelyimprovethestabilityofroadwayandreducetheriskofrockbursts. Keywords:Deepminingroadway,Surroundingrock,Stressdistribution,Failuremechanism,Anchorsupport,Optimizationdesign Introduction: Withtheincreaseofminingdepth,thestabilityofthesurroundingrockindeepminingroadwayhasbecomeamajorchallengeforminingengineering.Thehighstressandcomplexstressdistributioninthesurroundingrockcaneasilyleadtorockbursts,rooffallsandotheraccidents,whichseriouslyaffectthesafetyandefficiencyofminingoperations.Therefore,itisnecessarytoconductacomprehensiveanalysisoftherockmechanicscharacteristicsofsurroundingrockandoptimizethedesignofanchorsupportparameterstoimprovethestabilityandsafetyoftheminingroadway. Objectives: Theobjectivesofthisstudyare: 1.Toanalyzethestressdistributionandfailuremechanismofsurroundingrockindeepminingroadway. 2.Toconductnumericalsimulationstooptimizethedesignofanchorsupportparametersfordeepminingroadway. 3.Toproposeanoptimizeddesignschemeforanchorsupportparameterstoimprovethestabilityandsafetyoftheminingroadway. Methodology: Themethodologyofthisstudyincludes: 1.Fieldinvestigation:Conductingfieldinvestigationsandcollectinggeologicaldatatounderstandthegeologicalandminingconditionsoftheresearcharea. 2.Laboratorytests:Conductinglaboratoryteststoobtainthebasicmechanicalpropertiesofsurroundingrocksamples,includingcompressivestrength,elasticmodulus,Poiss