煤矿开采中的软岩优化工程外文文献翻译中英文翻译.docx
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煤矿开采中的软岩优化工程外文文献翻译中英文翻译.docx
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煤矿开采中的软岩优化工程外文文献翻译中英文翻译
英语原文
Optimizationofsoftrockengineeringwithparticular
referencetocoalmining
qiuyanFan
Abstract
Softrockengineeringisadifficulttopicwhichhasreceivedmuchattentioninthefieldofrockmechanicsandengineering.Researchandpracticalworkhavebeencarriedout,butmuchoftheworkhasbeenlimitedtosolvingproblemsfromthesurface.Forovercomingthedifficultiesoflargedeformations,longdurationtime-dependenteffects,anddifficultiesinstabilizingthesoftrock,theproblemshouldbetackledmoreradically,leadingtoamoreeffectivemethodofachievingoptimizationoftheengineeringsysteminsoftrock.Asummaryoftheoptimizationprocedureismadebasedonengineeringpractice.
1.Introduction
Therearemanysoftrockengineeringproblemsaroundtheworld,involvingengineeringformines,highways,railways,bridges,tunnels,civilsubways,buildings,etc.Engineeringlosseshaveoccurredbecauseofvolumetricexpansion,lossofstabilityofthesoftrock,etc.Thishasbeenanimportantquestiontowhichmuchattentionhasbeenpaidinengineeringcircles,andinthefieldofacademicrockmechanics.Sincethe1970s,considerableresearchandpracticaleffortshavebeenmadeinthefieldofsoftrockengineeringinvariouscountries,butthemajoreffortswereconcentratedonsuchaspectsasthemethodofconstruction,thedesignandreinforcingofthesupportingstructures,measurementandanalysisoftherock’sphysicalandmechanicalproperties,itsconstitutiverelationsandengineeringmeasurement.
Ithasbeenfoundthatthesoftrockengineeringprobleminvolvescomplexsystematicengineeringincludingsuchsubsystemsasclassificationofsoftrocks,judgementconcerningthepropertiesofsoftrock,projectdesignandconstruction.Onlybyconsideringtheintegraloptimizationofthesystemcanweobtainanimprovedsolutiontotheproblem.Hopefully,aradicalapproachcanleadtoengineeringfeasibility,lowercostsandengineeringstabilityinordertoachievetheengineeringobjectives.
1.1.Mechanicalpropertiesofsoftrockandassociatedengineering
Softrockisanunevenanddiscontinuousmedium.Itsstrengthislow,withauniaxialcompressivestrengthusuallylowerthan30MPa.Somesoftrocksexpandwhentheyarewet.Cracksinsomesoftrockswillpropagateeasily—whichmakesthemexhibitvolumetricexpansion.Largedeformationandcreepcanoccurinsoftrocks.Manysoftrocksarecompoundoneswhichhavecompositepropertiesformedfromtwoormoresetsofconstituentproperties.Softrockcanbegradedintodivisionsaccordingtoitsproperties.Afterengineeringhasoccurred,softrockcandeformrapidlyandbytime-dependentdeformation,owingtoitslowstrengthandsensitivitytothestressfield.Withtheeffectofwater,theexpansivemineralsinsoftrocksvolumetricallyexpand,whichcauseslargeconvergentdeformations,whichleadstodamageofthesurroundingrock.
Themechanicalpropertiesofsoftrocksappearsovariousanddifferentthatitisdifficulttoexpressthemwithmathematicalformula,whichisthetechnologicalchallengeforsoftrockengineering.
1.2.Engineeringinsoftrockanditsoptimization
Becausesoftrockengineeringcaninducelargedeformations,themaintenanceoftheengineeringcanbedifficult.Moreover,volumetricexpansionandlossofstabilizationofthesurroundingrockoftencausesdamagetosupportingstructures.Ifweusestrongsupportstocontrolthedeformationofthesurroundingrock,theengineeringcostwillbehigh,andtheconstructiontimewillbeincreasedbyrepeatedinstallationofsupport,sometimesthesupportitselfhastoberepaired.Inordertoobtainthebenefitsofeasierconstructionandlowercost,theintegraloptimizationofthesystemmustbecarriedoutandmanagedinasystematicandcomprehensiveway.
Designandconstructionarethetwoimportantstepsinsoftrockengineering.Thesemustbeginbyunderstandingthephysicalandmechanicalpropertiesofsoftrock,inthecontextofthestressfield,hydrogeologyandengineeringgeology.Theengineeringdesignplanisconceivedasawholeaccordingtothetheoryofrockmechanicsandcombiningpracticaldatafromadjacentorsimilarprojects,includingintegratingthemanyfactors.Theestablishmentofthecorrectsoftrockengineeringsystemshouldcomefrompractice,basingonafullmasteryofthefactors.
Optimizationofsoftrockengineeringisachievedbymakingthesurroundingrockinterfacewiththesupportingstructuresuchthattheengineeringwillbestable.Thekeytechnologicalstrategyistoavoidahighstressfieldandenhancethesupportingabilityofthesurroundingrock.Feasiblemeasuresareasfollows:
reducingtheexternalload;optimizingtheengineeringstructure’ssizeandshape,improvingplanarandcubiclayoutsofengineering;choosingbetterstrata,andstructureorientation,etc.
Accordingtotheseideas,takethedevelopmentofacoalmineinsoftrockasanexample.Integratedoptimizationofthedevelopmentsystemofthemineshouldtaketherelevantfactorsintoaccount:
existinginformation;anoverallarrangementforoptimaldevelopmentandproduction;eliminateadversefactors;anddealwiththeproblemsofsoftrockbyasimpleconstructionmethod.Thecontentofthefirstpartoftheoptimizationincludes:
choosingtheminedevelopmentmethod;decidingonthemininglevel;anddetermininglayersinwhichthemainroadwaysaretobelocated.Alsoimportantisarrangingareasonablelayoutofthepitbottomandchambergroupsandseekingtoreducethedeviatorstresscausedbymutualinterferenceoftheopenings.Openingsperpendiculartothedirectionofhorizontalprincipalstressshouldbeavoidedwhenchoosingthedrivingdirectionofroadways.Optimizingthelayoutoftheminingroadwaysreducesthedamagetosupportcausedbymovingloadsintroducedbymining.Furtheroptimizationisrelatedtothegeometryandsizeoftheroadwaysections,thesupportingstructure,andthemethodandtechnologyofconstruction.Finally,bymeasuringandmonitoringduringconstruction,feedbackinformationcanbeobtainedtoensurethattheengineeringisrunningontheexpectedtrackand,ifthereisanydeviation,correctiveactioncanbeimplemented.
2.Engineeringexamples
2.1.MineNo.5inYoujiangcoalmine,China
ThemineissituatedtotheeastofBaiseCoalfield,intheWestofGuangxiZhuangAutonomousRegion.ItbelongstothenewthirdPeriod.Themineareaislocatedattheedgeofthesouthsynclinalbasin.Therearethreecoallayers;theaveragethicknessofeachseamis1–2 m;aboveandbelowthecoallayersaremudstone,whosecoloursaregrey,greyishwhite,andgreen.Therearemineralsofmixedilliteandmontmorilloniteintherock,montmorillonite5–8%,andillite7–20%.Therock’suniaxialcompressivestrengthis4–5MPa,theaveragebeing4.8MPa.Thereareirregularjointsintherock,butdistributedirregularly,andtherock’sintegralcoefficientindexis0.55.Mostofthecracksarediscontinuous,withoutfillingmatterinthem.Thesurroundingrockisasoftrocksubjecttoswelling,withlowstrength,andisquitebroken.ThestrikeofthecoalfieldisNEE,thedipangleofthecoallayersis10–15°.Themineareais6 kmlongalongthestrike,and1 kmlongalongitsinclination,itsareais6 km2,therecoverablereservesare4,430,000tons.IntheadjacentmineNo.4,themaximumprincipalstressisNNE–SSW,approximatelyalongtheseams’inclineddirection.Aroadwayperpendiculartothisdirectionhasconvergencevaluesof70–100 mm,thedamageofroadwaysupportsis51%.Aroadwayparalleltothedirectionofmaximumprincipalstresshasconvergencevaluesof20–40 mm,thedamagerateofsupportsis12%,andtheaveragedamagerateofthemineis40%.
Inthedesignofthemine,apairofinclinedshaftswereincluded.Theleveloftheshaft-topis+110 m,theelevationofthemainmininglevelislocatedat−120 m.Strikelongwallminingisplanned,arrangingwithuphillanddownhillstopeareas,asshowninFig.1.
Fig.1.DevelopmentplansforMineNo.5inYoujiang.
Thefirstoptimizationmeasureistoweakenthestraineffectofthesurroundingrockinthemineroadwaycausedbythestressfield.Roadwaysarearrangedasfaraspossibletobeparallelwiththemaximumprincipalstress(thatis,approximatelyalongtheinclineddirection)soastoreducetheanglebetweenthem.Thestrikelongwallminingischangedintoinclinedlongwallmining,themineisminedupwardbyusingthedownhillstopearea,themainminingleveliselevatedby20 m,1131 mofroadwaysaresavedandthecostoftheroadwayconstructionandfacilitiesissaved¥2,760,000($336,600).ThenewsystemisshowninFig.2.
Fig.2.DevelopmentsystemplansafteroptimizationforMineNo.5inYoujiang.
Thesecondoptimizationmeasureistochangethelayoutofthepitbottomandopeningstobeparallelwiththemaximumprincipalstressasfaraspossible.Thetotallengthofroadwaysinitiallydesignedwas1481 m,and30.11%ofthemwerearrangedtobeperpendiculartothemaximumprincipalstress.Afteramendment,thetotallengthofroadwaysis1191 m,whichisadecreaseof290 m,andwithonly24.69%ofroadwaysthatareperpendiculartotheprincipalhorizontalstress,roadwaysareeasiertomaintain.
Thethirdoptimizationmeasureistoexcavatethesectionoftheroadwayinacirculararchshapetoreducethestressconcentrations.Inordertoincreasethesupportingabilityofthesurroundingrockitself,aftertheroadwayhasbeenexcavated,rockboltsareinstalledasthefirstsupport.Consideringtheexpansivityofthesurroundingrock,gunitingisnotsuitable.Thesecondarysupportistheuseofprecastconcrete
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