




版权说明:本文档由用户提供并上传,收益归属内容提供方,若内容存在侵权,请进行举报或认领
文档简介
CAVERISKCONTENTSTypesofriskMajoroperationalrisksBlackhatactionstrategiesTypesofriskHeslop2000DesignrisksOperationalhazardsDrawrisksTechnologyrisksDesignrisksEconomiceffectBasedonincorrectgeotechnicaldataAbovecollectedyearsbeforePoorassessmentofgroundconditionsCommonexample
-partiallyloggedcore(egUCS&RQD) -Forcedtousebecauseoflackoffunds -Resultsotherparametershavetobeguessed -uncertaintyindesignparameters -Undersupportofdriftsby25%CommongeotechnicalfailuresNostudydoneStudymissingLackofdetailforstudylevelDetaildefaultScopingstudydetailacceptedforDEFSClassificationdesignusedonlyNotaddressingthekeyissuesmentionedatearlierstagesConceptualstagenotcorrectNotunderstandingimplicationsofrecommendationsNotunderstandingdesignphilosophyNotreadingstudyreports -80%donotreadreport -15%executivesummary -5%reportPracticalmeasuresFocussstudy/reasonablenesstest
-Reviewandcompileotherstudies -Readextensively(take1week) -Literaturestudy -Benchmark -developfeelfortheproject -FindingsFindout(Summers2000):
-Whatweknow -Whatwedon’tknow -Whatweknowwedon’tknowStudystandards(AusIMM)UnresolvedissuesUnresolvedissuesAspectsthatcannotberesolvedduringthestudySpecialbridgingstudies(i.e.caving)Ruleforspecialstudies
-Impactonprojectgreaterthancontingency -Infrastructurestability -Cavability -dilutionanddilutionblanketsIfnocashortimeforspecialstudy -Runprojectonbluesky -Sensitivityonworstcase -opinionrequired
OperationalrisksHeslop2000LossoflifeClosemineorsectionofthemineRockburstsAirblastsMudrushes/floodsRock/strainburstingStressincreasesasundercutisdeveloped.Stressesincreasesfurtherbeforepropagation.PerimeterstressesincreasewithareaundercutandheightofundercutRock/strainburstdamagegreatestbeforepropagationRockburstingrelatedtocavingRockburstingrelatedtomanagementofcavingprocessRockburstcavepronecaves>300-400mHightectonicstressesMountainsMRMR>35DifficultyinpropagatedthecaveRapidratesofadvancesofpre-break/UCEl-Tiente1976RockburstingFracturedzoneexistsaroundthecave50mfromthecavefaceAsthecaveprogatesthiszoneincreasesFracturezoneincreaseduetostressrelaxationDuringthisstagesareasupto500mfromcaveeffectedStrainburstscanoccurinplaceslikecrusher,plats,cribbroomsStrainbursting,ejectionRockburstingBurstsoccurwithcavepropagationHighlevelsofseismisitybeforepropagation.MagofuptoRichter3.6Largecaveshaveupto6largeburstsifnotmanagedSeismiceventsduringpropagationareshearrelatedCommonareasforbursting20to40mfromcaveface/frontStrainburstingandrockejectionatbreakaways/intersectionsupto500mfromcave100mbelowthecaveLargeexcavationswith50mfromorebodyPillarsbetweenconferencingcavefrontsBeforepropagation.RockburstpreventionstrategiesMeshwalls/backsofintersections/largeexcavations500mfromcaveConeboltintersections/breakawaysInstallyieldingsupportwithin40mfrompropagationfacepositionReduceblockcavedrawrates<2000/tons/daybeforepropagationReduceblockcave/SLCpre-breakadvanceratesbelow3000m2/month.Propagatethecavefirst.SLC<45mvertical/m/yrMinetowardsthesolidMajorairblasts4conditionsAgapbetweenthemuckpileandcavebackCavinghasslowedorstoppedAlargevolumeofcavebackmustbeunstableAirescaperoutesGeotechnicalHardintrusivethroughtheorebodyHardorezonesaboveuclevelNeckingortaperingoforebodyNopitsubsidenceHistoryofcontactorewedgeformationHistoryofstallHardcavesMuckpileCavegapNorealhardrulesExperientialCriticizedOldminingrule200mm/daydrawrateRealisticcavebackgapsarebetween2mto15m2mto5mgoodfornormalproduction15-30mdrawrategreatercavingrate30m>problemofdrawcorrection/airblasts30m-50mofmuckpileAllabovewrongiftunnelsintocaveCavestallCavingstopsorslowsVerticalMRMR>thanUCHRCavinghoopstressesstrengthrockmassBlockheight2xfootprintwidthDrawrategreaterthancavingrateHardcaves<44mm/daySoftcaves<75mm/dayType1collapse(Bell1999)MUCKPILEAIRGAPSurfaceBackFailsType2collapse(Bell1999)MUCKPILEAIRGAPSurfaceBlockfallsfrombackType3(Flores1993)wedgeSTRUCTUREAirsources&escaperoutes2mainairsourcesroutes-airinmuck/cavebackgap-airinmuckpilevoidsAirescaperoutes-Viaundercutdrawpoints-Muckpiletodrawpoints-OldworkingsholedincaveeffectsLossoflifeSuddensubsidenceCollapseofblockcontactareaPointloadingondriftsHang-upsDestructionanddamagetoservicesLossofproductionDriftrehabPreventionDefinerockmasscondition100mverticalintervalsHRdesignedhardgeotechnicalunitMajorwedgestructureassessmentCorrectdefinitionofdrawrateKeepdrawpointsfullGooddrawcontrolCSMcaveifpossible/3ddrawprofilesPlugalltunnelsintocaveSiteplugsoutsidebreakbackzoneTele-remotedrawpointsDrawpointsfullMonitorcavebackEvacuatemineinfailure/dangertimesMUDRUSHESButcher(1999-2000)Effects-Lossoflife-Lossofmine-Productionloss-Airblasts-majorrehabMudrushconditionWaterMudmaterialsDischargepointDisturbanceMudformingmaterialsCavewasteswithshaleTailing/slimesormuddepositedingloryholeWeatheredoverburden/soilSuspectedTKBKimberlitematerialGypsum/claymineralsFinecavewaste20%sandsizematerialMoisture>8.5%MUDMudformingmechanicsShale/mudformingmaterialdrawnintocave.AbovematerialisgrounddownmuckpileactionGroundmaterialliesinmuckpilevoidsWatermixeswithmaterialtoformmudMudisdrawnoutorflowsoutMudcanbeforcedoutbycollapsingmuckpilevoidsDischargepointsTYPE1DRAWPOINTSMudtransportexcavationsMTE’sMudtransportexcavationsMufairia-morepeoplekilledfromMTEcut-offsCut-offonlowerlevelsandbehindMTE’s-Orepasses-RAP’s-Declines-AccessesFactsTailingsinrushesgreaterdangerWidedrawpointsgreaterdischargeSLCpoorcontrol2miningblockslostwithSLCPoormuckpiledrainagegreaterdangerAirblastsoccuraftermudrushesFloodingoccursDestructionofservicesMudrushprevention3D’SPRINCIPALDistance-keepmudformingmaterialsoutofmuckpileDrain-keepmuckpilesdryDraw––gooddrawcontrolstandardsMeaningGooddrawcontrol-Uniformdrawdown-drawdisciplineDrainage-Minepumping-Surfacepumping-keepundergroundworkingsdry-Preventinflowsinmuckpilefromundergroundandsurface-Hydro-geologicalstudyDistance-bottom-upcavingmethods(reduceSLC’s)-Sitetailing/slimesdamsawayfromgloryhole-Donotdisposeofminingwasteingloryhole-removemudformingmaterialifpossible-correctopenpitslopedesignMeaningUsesmalldrawpointsize(3.8mx3.8m)SealoldpassesandworkingsInstallmorepumpsInstallwaterpreventionstallsMudrushalarmsMonitoringpumpinglevelsLowerinpumpingmeanswaterinmuckpileTele-remotesClosedboggercabswithox
温馨提示
- 1. 本站所有资源如无特殊说明,都需要本地电脑安装OFFICE2007和PDF阅读器。图纸软件为CAD,CAXA,PROE,UG,SolidWorks等.压缩文件请下载最新的WinRAR软件解压。
- 2. 本站的文档不包含任何第三方提供的附件图纸等,如果需要附件,请联系上传者。文件的所有权益归上传用户所有。
- 3. 本站RAR压缩包中若带图纸,网页内容里面会有图纸预览,若没有图纸预览就没有图纸。
- 4. 未经权益所有人同意不得将文件中的内容挪作商业或盈利用途。
- 5. 人人文库网仅提供信息存储空间,仅对用户上传内容的表现方式做保护处理,对用户上传分享的文档内容本身不做任何修改或编辑,并不能对任何下载内容负责。
- 6. 下载文件中如有侵权或不适当内容,请与我们联系,我们立即纠正。
- 7. 本站不保证下载资源的准确性、安全性和完整性, 同时也不承担用户因使用这些下载资源对自己和他人造成任何形式的伤害或损失。
最新文档
- 有关特许经营合同(17篇)
- 七年级英语下册 Unit 8 Is there a post office near here Section A 第2课时(3a-3c)教学设计 (新版)人教新目标版
- 猪场租赁合同集锦(16篇)
- 售后部个人工作计划怎么写(4篇)
- 安全教育幼儿园班会课总结(14篇)
- 借助校园资源整合科学与综合实践活动
- 人教版 (新课标)七年级上册第一节 人口与人种教案及反思
- 管理培训心得体会范文(16篇)
- 2025年初中学生爱国演讲稿(5篇)
- 采购部日常总结汇报2025年(7篇)
- 2025年武汉数学四调试题及答案
- 中国纺织文化智慧树知到期末考试答案2024年
- 2009年安徽省中考化学试卷【含答案可编辑】
- 越南工业到2025年发展战略及到2035发展展望(提到钢铁)
- 电梯曳引机减速箱的设计、建模与运动仿真分析机械
- 河北省用人单位录用人员身份核查登记表
- 《给教师的100条建议》电子书
- 老视的机制及治疗的研究进展
- VDA6.3的P2-7条款
- 工程联系单表格(模板)
- 混凝土搅拌机设计论文
评论
0/150
提交评论