深井軟巖交岔巷道支護(hù)技術(shù)研究及工程應(yīng)用_第1頁
深井軟巖交岔巷道支護(hù)技術(shù)研究及工程應(yīng)用_第2頁
深井軟巖交岔巷道支護(hù)技術(shù)研究及工程應(yīng)用_第3頁
深井軟巖交岔巷道支護(hù)技術(shù)研究及工程應(yīng)用_第4頁
深井軟巖交岔巷道支護(hù)技術(shù)研究及工程應(yīng)用_第5頁
已閱讀5頁,還剩3頁未讀 繼續(xù)免費(fèi)閱讀

下載本文檔

版權(quán)說明:本文檔由用戶提供并上傳,收益歸屬內(nèi)容提供方,若內(nèi)容存在侵權(quán),請(qǐng)進(jìn)行舉報(bào)或認(rèn)領(lǐng)

文檔簡介

深井軟巖交岔巷道支護(hù)技術(shù)研究及工程應(yīng)用摘要:

深井軟巖交岔巷道支護(hù)技術(shù)是當(dāng)前礦山建設(shè)中普遍存在的技術(shù)難題,本文通過在現(xiàn)場實(shí)測和數(shù)值模擬的基礎(chǔ)上,探討了深井軟巖交岔巷道的圍巖特征、失穩(wěn)機(jī)理及支護(hù)策略,在實(shí)踐中提出了一種可行的支護(hù)技術(shù)方案,并對(duì)該方案進(jìn)行了現(xiàn)場應(yīng)用,取得了良好的支護(hù)效果。具體的分析工作包括:圍巖類別的劃分、變形模式的分析、圍巖失穩(wěn)機(jī)理的探究、支護(hù)材料的選擇及支護(hù)結(jié)構(gòu)的設(shè)計(jì)等。研究表明,有效的深井軟巖交岔巷道支護(hù)技術(shù)方案不僅需要充分考慮漸進(jìn)失穩(wěn)過程中圍巖塑性變形的特征,而且要注意在支護(hù)過程中避免由于支護(hù)體與軟巖之間產(chǎn)生的移位及滑動(dòng)現(xiàn)象帶來的支護(hù)失效問題。

關(guān)鍵詞:深井軟巖交岔巷道,圍巖特征,失穩(wěn)機(jī)理,支護(hù)策略,支護(hù)效果

Abstract:

Thesupporttechnologyofdeepsoftrockintersectionroadwayisacommontechnicalproblemincurrentmineconstruction.Basedonfieldmeasurementandnumericalsimulation,thispaperexplorestherockcharacteristics,instabilitymechanismandsupportstrategyofdeepsoftrockintersectionroadway,proposesafeasiblesupporttechnologysolutioninpractice,andconductson-siteapplications,achievinggoodsupporteffect.Thespecificanalysisworkincludestheclassificationofrocktypes,analysisofdeformationmodes,explorationofrockinstabilitymechanisms,selectionofsupportmaterialsanddesignofsupportstructures.Thestudyshowsthataneffectivesupporttechnologysolutionfordeepsoftrockintersectionroadwaynotonlyneedstofullyconsiderthecharacteristicsofrockplasticdeformationinthegradualinstabilityprocess,butalsoneedstopayattentiontoavoidsupportfailureproblemscausedbydisplacementandslidingbetweenthesupportbodyandthesoftrockduringthesupportprocess.

Keywords:deepsoftrockintersectionroadway,rockcharacteristics,instabilitymechanism,supportstrategy,supporteffectDeepsoftrockintersectionroadwayisatypicalgeologicalhazardinundergroundminingengineering,whichismainlyaffectedbythecharacteristicsofsoftrockandtheinstabilitymechanismofrock.Softrockhaslowstrength,strongplasticdeformation,andeasytocausecreepdeformation,whichmakesitdifficulttosupporttheroadwayandeasytocauseroadwaycollapse.Therefore,itisnecessarytocarryoutacomprehensiveanalysisofthegeologicalconditionsandtherockengineeringcharacteristicsbeforedesigningthesupporttechnologysolution.

Firstly,thecharacteristicsofsoftrockshouldbefullyunderstood.Thedeformationpropertiesofsoftrockareverycomplex,whichareaffectedbyvariousfactorssuchasstress,timeanddisplacement.Thesoftrockwillshowplasticdeformation,constantdeformation,andevendiscontinuitydeformationundertheactionoflong-termminingpressure.Therefore,inthedesignofthesupportscheme,thedeformationcharacteristicsofsoftrockshouldbefullyconsidered,andthesupportformandmethodshouldbeselectedaccordingtothespecificconditions.

Secondly,theinstabilitymechanismofthesoftrockshouldbeanalyzed.Theinstabilitymechanismofsoftrockmainlyincludessqueezingdeformation,slidingdeformation,anddissolvingdeformation.Squeezingdeformationismainlycausedbytheimpactofminingstressandisthemostcommondeformationform.Slidingdeformationismainlycausedbytheinabilityofthesupportstructuretoresistthelateraldeformationofthesoftrock,resultinginslidingbetweenthesupportbodyandtherock,whichleadstothefailureofsupport.Dissolvingdeformationismainlycausedbythedissolutionanddestructionofthesoftrockbywateroracid,resultinginadecreaseinthemechanicalpropertiesoftherockandtheinstabilityoftheroadway.Therefore,thesupportschemeshouldbeselectedaccordingtotheinstabilitymechanismofthesoftrock,andcertainmeasuresshouldbetakentopreventtheoccurrenceofinstabilityandfailure.

Finally,thesupporttechnologysolutionshouldbedesignedaccordingtothespecificgeologicalconditions.Thesupportingschemeshouldbeselectedaccordingtothedirectionofroadwayexcavation,thelithologyandphysicalpropertiesofthesoftrock,theminingmethod,andthesizeoftheminingarea.Commonsupportmethodsincludebolting,shotcreting,grouting,andanchor-cablesupport.Thesupporteffectshouldbeevaluatedinreal-timeduringtheconstructionoftheroadway,andappropriatemeasuresshouldbetakentoadjustthesupportschemeintimetoensurethesafetyoftheroadway.

Inconclusion,thesupporttechnologysolutionfordeepsoftrockintersectionroadwayshouldfullyconsiderthecharacteristicsofrockplasticdeformationinthegradualinstabilityprocess,andpayattentiontoavoidingsupportfailureproblemscausedbydisplacementandslidingbetweenthesupportbodyandthesoftrockduringthesupportprocess.Throughacomprehensiveanalysisofthegeologicalconditions,rockengineeringcharacteristics,andsupporttechnologysolutions,aneffectivesupportschemecanbedesignedtoensurethesafeandstableoperationoftheroadwayOneofthekeychallengesinprovidingeffectiveandreliablesupportforroadwaysystemsinsoftrockformationsisthepotentialforplasticdeformationintherock.Thisphenomenoncanoccurwhenthestresslevelsontherockexceeditsyieldstrength,causingittodeformwithoutfracturing.Thespecificcharacteristicsofthisdeformationwilldependonfactorssuchasthetypeofrockandthedirectionandmagnitudeofthestress.

Onecommontypeofplasticdeformationisknownasductiledeformation,inwhichtherockgraduallydeformsovertimeundersustainedpressure.Thiscanbeasignificantprobleminundergroundminingoperations,asexcessivedeformationcanleadtoinstabilityintherockmassandpotentialcollapseoftheroadway.Inordertomitigatetheserisks,itisimportanttounderstandandanticipatethepotentialforplasticdeformationandincorporateappropriatesupportmeasuresinthedesignoftheroadway.

Onekeychallengeindesigningeffectivesupportsystemsforsoftrockformationsisthepotentialfordisplacementandslidingbetweenthesupportstructureandthesurroundingrock,whichcancompromisetheintegrityofthesupportandincreasetheriskoffailure.Toaddressthisproblem,engineersmustcarefullyconsiderthespecificcharacteristicsoftherockandthesupportstructureandimplementappropriatemeasurestopreventdisplacementandensurereliableperformanceoverthelongterm.

Effectivesupportsolutionsforsoftrockformationscanincludearangeoftechniques,rangingfromtraditionalboltingandshotcretesystemstomoreadvancedcompositematerialsandmechanicalanchors.Thespecificapproachwilldependonarangeoffactors,includingthegeologicalconditions,thesizeandshapeoftheroadway,andtheavailableresourcesandexpertise.

Ultimately,thekeytoeffectivesupportinsoftrockformationsistoapproachthechallengewithacomprehensiveandintegratedperspective,incorporatingdetailedanalysisofthegeologicalandengineeringfactorsinvolvedandleveragingthefullrangeofavailabletechnologiesandexpertisetodesignacustomizedsolutionthatmaximizessafety,stability,andreliabilityforthelongterm.Withcarefulplanningandimplementation,itispossibletoachievereliableandeffectiveperformanceineventhemostchallengingsoftrockenvironmentsAnotherkeyfactorinsuccessfullyovercomingthechallengesofsoftrockenvironmentsisongoingmonitoringandmaintenance.Eventhemostwell-designedandexecutedsolutionswillrequireregularattentionandupkeepinordertoensurecontinuedstabilityandeffectiveness.Thismayinvolveregularinspectionsandassessmentsofthesiteandsurroundingarea,aswellasongoingmaintenanceandrepairofinfrastructureandequipment.

Effectivemonitoringalsoinvolvesutilizingthelatesttechnologyandtechniquestocollectandanalyzedataontheperformanceofthesolutionanditssurroundingecosystem.Thismayincluderemotemonitoringandsensingequipment,aswellason-sitemeasurementandmonitoringtools.Bycloselytrackingperformanceanddetectingpotentialissuesearlyon,engineersandoperatorscanquicklyimplementcorrectiveactiontopreventmoreseriousproblemsfromdeveloping.

Overall,overcomingthechallengesposedbysoftrockenvironmentsrequiresaholisticapproachthatcombinesdetailedanalysis,customizeddesign,ongoingmonitorin

溫馨提示

  • 1. 本站所有資源如無特殊說明,都需要本地電腦安裝OFFICE2007和PDF閱讀器。圖紙軟件為CAD,CAXA,PROE,UG,SolidWorks等.壓縮文件請(qǐng)下載最新的WinRAR軟件解壓。
  • 2. 本站的文檔不包含任何第三方提供的附件圖紙等,如果需要附件,請(qǐng)聯(lián)系上傳者。文件的所有權(quán)益歸上傳用戶所有。
  • 3. 本站RAR壓縮包中若帶圖紙,網(wǎng)頁內(nèi)容里面會(huì)有圖紙預(yù)覽,若沒有圖紙預(yù)覽就沒有圖紙。
  • 4. 未經(jīng)權(quán)益所有人同意不得將文件中的內(nèi)容挪作商業(yè)或盈利用途。
  • 5. 人人文庫網(wǎng)僅提供信息存儲(chǔ)空間,僅對(duì)用戶上傳內(nèi)容的表現(xiàn)方式做保護(hù)處理,對(duì)用戶上傳分享的文檔內(nèi)容本身不做任何修改或編輯,并不能對(duì)任何下載內(nèi)容負(fù)責(zé)。
  • 6. 下載文件中如有侵權(quán)或不適當(dāng)內(nèi)容,請(qǐng)與我們聯(lián)系,我們立即糾正。
  • 7. 本站不保證下載資源的準(zhǔn)確性、安全性和完整性, 同時(shí)也不承擔(dān)用戶因使用這些下載資源對(duì)自己和他人造成任何形式的傷害或損失。

最新文檔

評(píng)論

0/150

提交評(píng)論