裂隙巖體滲流應(yīng)力耦合機(jī)制研究及突水?dāng)?shù)值模擬

裂隙巖體滲流應(yīng)力耦合機(jī)制研究及突水?dāng)?shù)值模擬

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時(shí)間:2019-05-12

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1、長(zhǎng)江科學(xué)院碩士學(xué)位論文裂隙巖體滲流應(yīng)力耦合機(jī)制研究及突水?dāng)?shù)值模擬姓名:孫玉杰申請(qǐng)學(xué)位級(jí)別:碩士專業(yè):巖土工程指導(dǎo)教師:鄔愛(ài)清;張宜虎20090601ABSTRACTWiththerapiddevelopmentofChina’ssocial-economy,large-scaledevelopmentofwaterresources,therapidexpansionoftherailwaytrafficandtheriseofthenuclearpowerindustry,therock-relatedmacro-engineeringareincreasingprog

2、ressively.Thewater-rockcouplingeffectofthefracturedrockmassesinthehighpressureandcomplicatedloadingisaverycomplicatedprocess.Thereforetheanalysisresearchofthegroundwater’sactivityaswellasthecouplinganalysisresearchofseepageandstressinfracturedrockmasseshasbecomeacommonconcerntothegeotechn

3、icalengineeringprofessionbutalsoaveryvaluedandcomplicatedtaskwithatheoreticalstudyandpracticalapplicationbackground.Thispaperadoptssuchmethodsastheoreticalanalysis,numericalsimulationandengineeringapplicationtoinvestigatetheseepagebehaviorinfracturedrockmasses,themechanicalpropertiesoffra

4、cturedrocksmassesafterexcavationaswellasthecouplingofstressfieldandseepagefieldinfracturedrockmassesroundlyandthoroughly.Basedontheexistingstudiesinthecorrelationalresearchbothathomeandabroad,themajorresultsareasfollows:1.Theexistingachievementsandresearchadvancesoftheseepagebehaviorofthe

5、fracturedrockmasses,themechanicalpropertiesoffracturedrockmassesafterunloadingaswellasthecouplingofstressfieldandseepagefieldinfracturedrockmassesandsuddeninflowofwateraresummarized.Theproblemsexistinginitatpresenthavebeenputforward.2.Theseepagetheoriesandmethodsofthefracturedrockmass,bas

6、ingonthedistinctelementmethodareexpatiated.UDECbasedontheDistinctElementMethodisusedtosimulatethefreesurfacefluid.3.Thefundamentalseepagetheoryofthefracturedrockmassesandthenetworksimulationofthestructuralplane,basedonMonte-Carlotechniqueareintroduced.DiscreteFractureNetworksaregeneratedt

7、hroughmyownprogram.BasedontheDFNmodel,theseepagefieldinfracturedrockmassesandthemechanicalpropertiesoffracturedrocksmassesafterexcavationarenumericallysimulatedbyUDEC.4.Thecouplingtheoryofstressfieldandseepagefieldinfracturedrockmassesareintroduced.Theroleoftheseepa

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