正陽隧道圍巖變形與支護(hù)結(jié)構(gòu)受力特性研究

正陽隧道圍巖變形與支護(hù)結(jié)構(gòu)受力特性研究

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時(shí)間:2019-05-10

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1、分類號(hào)密級(jí)U45單位代碼10618學(xué)號(hào)106330706墨灰交通戈肇碩士學(xué)位論文論文題目:正陽隧道圍巖變形與支護(hù)結(jié)構(gòu)受力特性研究StudyontheSurroundingRockDeformationandMechanicalCharacterofSupportStructureforZhengyangTunel研究生姓名:王震導(dǎo)師姓名、職稱:徐林生教授博士生導(dǎo)師申請(qǐng)學(xué)位門類專業(yè)名稱:論文答辯日期學(xué)位授予單位工學(xué)防災(zāi)減災(zāi)工程及防護(hù)工程答辯委員會(huì)主席:熊有言2009年3月評(píng)閱人:熊有言涂忠仁ABSTRACTThispaperdependsonZhengyangTunne

2、l,throughmeasuredinformationatconstructionfield,combinedelastic—plasticityfiniteelementnumericalsimulation,studyonthesurroundingrockdeformationandthecharacteristicsofthesupportingstructureunderpressure:(互)Usingtheinformationoffieldmonitoringmeasuring,makeparticularlyanalysisonthesurroun

3、dingrockdeformationandthecharacteristicsofthesupportingstructureunderpressurewhenthetunleWasexcavated.Theresultofanalysisindicatesthattheconvergenceofsurroundingrockdeformationhasastrongspatialandtemporalcharacteristics,theinitialdeformationislargeandquickdevelopment,differentmonitoring

4、sectionshasdifferentdeformationcharacteristics,andthedeformationhassignificantnonuniformity;characteristicsofrockstressalsohasaspatialandtemporalcharacteristics,therockstressoninitialsupportininitialstageisquickandbig,andittakesalongperiod,inthesamecross-sectionalsohavedifferentstressch

5、aracteristics,andphenomenaofbiasisexist晰thvaryingdegrees.(g)Expoundthebasictheoryoffiniteelementsimulationtoundergroundengineeringconstructionprocess.UsinglargescalefiniteelementsoftwareANSYS10.0,makesfiniteelementnumericalsimulationtotheconstructionprocessoftheproject.Separatelyanalyze

6、dthesurroundingrockdeformationandthecharacteristicsofthesupportingstructureunderpressureinthesegmentoftunlewithshallowdepthandpartialpressedandthesegmentofturtle、Ⅳimweakbrokenrock.Throughanalysis,itgets:biasintheprocessoftunnelconstructiondoesmoreimportanttosurroundingrockdeformationand

7、thecharacteristicsofthesupportingstructure;becauseofbias,extremumofboltaxialforce,axialforce、shearstressandofbendingmomentofconcretesprayedallappearatthethickerrocksideofthetunnel;inthesegmentofturtlewithweakbrokenrock,resultinginalargersurroundingrockdeformationbecauseitisdiff

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