饱和软土堆载预压处理的非线性有限元分析

饱和软土堆载预压处理的非线性有限元分析

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时间:2019-05-22

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1、分类号TU471密级单位代码学号10618106280618墨煮交通戈謦硕士学位论文论文题目:饱和软土堆载预压处理的非线性有限元分析导师姓名、职称申请学位门类:专业名称:论文答辩日期:学位授予单位:研究生姓名:邬宜兰周世良教授工学港口海岸及近海工程答辩委员会主席:黄超评阅人:王多垠2009年4月黄超兰一盏ABSTRACTAsalleconomicalandeffectivemethodintheconsolidationofsoil,surchargepreloadingisbeingmoreand

2、morewidelyusedincapitalconstruction,anditsscopeofapplicationalsorelatestomoreandmoresaturatedsoftsoilreinforcement.Bynow,thereiSalotofsuccessfulpracticalexperienceinconsolidationofsaturatedsoftsoilwithsurchargepreloadingmethod,butthetheorystudystillsig

3、nificantlylagstheengineeringpracticeatalltimes.Atpresent,thedesignsofsurchargepreloadingaremainlydependedontheexperienceandtest.Inthispaper,theconstitutivemodelofsoilwasdiscussed.Basedondifferentyieldcriterion,theelastoplasticconstitutivematrixandlarge

4、deformationconstitutiveequationofsoilwereobtainedfornumericalanalysis.Inordertofurtherpromotethedevelopmentoftheoryandappliedresearchonsurchargepreloading,basedoncomprehensiveanalysisofrelevantinformationandresearchdataofdomesticandforeignsaturatedsoft

5、soilfoundationreinforcementwithsurchargepreloadingmethod,takingintoaccountthesolid-fluidinteractionproperties,materialnonlinearityandgeometricnonlinearityinconsolidationofsaturatedsoftsoilwithsurchargepreloading,andusingelastic.plasticmodelbasedonBiotc

6、onsolidationtheory,dynamicequilibriumequationonfiniteelementwaseduced.ModelWassetupintheuseofAbaqustocalculatethesoil’Ssettlement,displacementandporewaterpressureofeverymomentinthesurchargepreloadingcourse.ThedatawasdisposedtophotobysoftwareofExceltoan

7、alyzethecomplexmicro.mechanicbehaviorandmacro—deformationcharacteristicsofsaturatedsoftsoilfoundationundermulti—levelloading.Throughcontrastbetweenthecalculatedvalueandmeasuredvalue,andthenexplorenumericalsimulationmethodofsurchargepreloadingandfieldte

8、stresultstostudytheapplicationofsaturatedsoftsoildealingwiththeplasticdrainageplatepreloadingmethodandthepossibilityofconstructionparameter.Suchas:determinesettingthedepthofplasticdrainageplateaccordingtoporewaterpressuredissipationinth

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