地下連續(xù)墻基礎承載特性分析

1、東南大學碩士學位論文地下連續(xù)墻基礎承載特性分析姓名：李輝申請學位級別：碩士專業(yè)：巖土工程指導教師：龔維明20070301AbstractANALYSIS0FBEARINGBEHAVIORoFDIAPHRAGMWALLFOUNDATIoNGraduateStudent：L1HuiSupervisor：GONGWeiruingDepartmentofCivilEngineering，SoutheastUniversityABSTRACTTh

2、ediaphragmwallwaswidespreadlyusedabroadweplacemoreemphasisontheuseofthefoundationinourcountryduringrecentyearsHoweverresearchonthediaphragmwallfoundationisnotsufficient，andexamplesarenotabundantRepresentingtheconceptiono

3、fdiaphragmwallfoundationbrevBiJy，sortingouttheexampleswhichwereusedforbridgeandanchorconcludingthekeyproblemsaboutdesi印andconstruction，generalizingcalculationmodelrelatedtothebearingbehavioranddesignsuggestionisgivenInth

4、eend，researchfindingsonverticalbearingcapacityofcylinderpileandanalycicatandcomputationalmethodswhichconsiderreciprocalactionsbet、veanpileandsoilareexpoundedAssociatingthescienceandtechnologyprogramofMinistryofCommunicat

5、ions，accordingtodataoftestandresearchachievement10adtransfermethodjsadoptedinordertoanalytheverticalbearingbehaviorUilibriumequallollaboutwallandsollSBITOUndedbythewallareestablishedandunattachedboundaryconditionsarespec

6、ifiedIfmotionstatethatsollsurroundedbythewallrelativetowailisdifferentboundaryconditionsaredifierentThensideresistancederivesfromthesolutionofdifferentialequationsPycurvesmethodareabletoanalyzelateralbe撕ngbehaviorofsingl

7、ediaphragmwall，derivingtheresultfromnondimertsionaliterationmethodComparingtheresultofcalculationwhichgetfromPycurvesmethodandMmethodwithmeasuredvatuewearriveattllatPYcnrvesmethodconsiderthenonlinearcharactertheresultofw

8、hichisclosetothemeasuredvalueWemakeUSeofthecaleulatedparameterswhichderivefromsingletheresultofnumericalsimulationofsinglediaphragmtopredictthelateralbearingbehaviorofshaftdiapbragmwall111istestisthefirstonsitelargesizem

9、odelstaticloadtesttoshaftdiaphragmwallfoundationintheloessareainourcoun打yAtlast，workprogressofshaftdiaphragmwallandarrangementstateofmeasuringelementsa∞introducedKeywords：diaphragmwall，bearingbehaviorloadtransfermethod，s