應(yīng)力重塑方法在開(kāi)挖邊坡治理中的應(yīng)用研究

1、合肥工業(yè)大學(xué)碩士學(xué)位論文應(yīng)力重塑方法在開(kāi)挖邊坡治理中的應(yīng)用研究姓名：易志宏申請(qǐng)學(xué)位級(jí)別：碩士專業(yè)：巖土工程指導(dǎo)教師：王國(guó)體20040401ResearchontheApplicationoftheStressRemoldingMethodtotheSlopeinLandsideCorrectionAbstractTherearealotofmethodsthatcouldbeappliedtoslopestabilityanalysis

2、WecarlusedifferentmechanicalmodelanddiffemntmethodtoanalysisdifferentslopeDifferentanalysispurposeanddifferentprecisionneeddifferentwaysAtpresent，LimitEquilibriumMethodofSlopeAnalysisisthemostpervasivewayThefoundationofL

3、imitEquilibriumMethodisbasedonMohrCoulombstrengthcriterionThebasalspecialtyofthismethodisjusttoconsiderstaticequilibriumandMohrCoulombfailurecriterionofsoilsItmeanstogetsolutionsbyanalyzingtheforceequilibriumatthemomentw

4、hileslopeencounterfailureIncommoncases，slopestabilityisnotastaticproblemLimitEquilibriumMethodmakessomehypothesisandthestabilityanalysischangesintostaticproblemThisworkedmethodwoulddamagethestrictnessofsolutionForlandsid

5、ecorrectioninexcavationproject，thispaperisbasedontheStressRemoldingmethodandcommencestoanalyzetheslopeinexcavationproject：Applyloadstotheslopeandresettheslopeinanoriginals仃cssandmakeitworklikebeforeexcavationBycomparingt

6、heoriginalstress，thestressafterexcavationandtheresetstress，wemayconcludehowtemoldthestressintheslopeinexcavationprojectCooperatingwithexpansiveanchors，theStressRemoldingmethodCanincreasetheanti—slidecapacityofslopesoilsA

7、ndthismethodCanconsumedlyreducetheexpensesoflandsidecorrectionTheStressRemoldingmethodoflandsidecorrectioncompletelydisengagesLimitEquilibriumMethodofSlopeAnalysisIt’SanewwayandhasgreatacademicandpracticalmeaningKeywords