T 自然崩落法全英文2_第1页
T 自然崩落法全英文2_第2页
T 自然崩落法全英文2_第3页
T 自然崩落法全英文2_第4页
T 自然崩落法全英文2_第5页
已阅读5页,还剩33页未读 继续免费阅读

下载本文档

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.AbovematerialisgrounddownmuckpileactionGroundmaterialliesinmuckpilevoidsWatermixeswithmaterialtoformmudMudisdrawnoutorflowsoutMudcanbeforcedoutbycollapsingmuckpilevoidsshaleRainwaterDrawpointRockMudrushShaleweathersandslakesinslope,andsloughsWastecapMudpocketShaleweathersfurtherinpitbottomGround

waterflows

towardswastecapDischargepointsTYPE1DRAWPOINTSMudtransportexcavationsMTE’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-correctopenpitslopedesignTailingssaturatedmuckpileDrawingofdambasematerialcausespluggingofmuckpilevoidsandpreventstailingsdrainageWaterMudplugdischargedaheadoftailingscausingairblastDambasematerialSurfaceMeaningUsesmalldrawpointsize(3.8mx3.8m)SealoldpassesandworkingsInstallmorepumpsInstallwaterpreventionstallsMudrushalarmsMonitoringpumpinglevelsLowerinpumpingmeanswaterinmuckpileTele-re

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。

评论

0/150

提交评论