含土工膜夾層土坡地震穩(wěn)定性研究

1、大連理工大學(xué)碩士學(xué)位論文含土工膜夾層土坡地震穩(wěn)定性研究姓名：姜炳陽申請(qǐng)學(xué)位級(jí)別：碩士專業(yè)：防災(zāi)減災(zāi)工程及防護(hù)工程指導(dǎo)教師：孔憲京20020301AbstractWiththedevelopmentofsocialeconomyandtheaccelerationofurbanization，manycountriesincludingChinahavetofacetheenvironmentalproblems，hygienicalfi

2、llingisoneofthepopularmethodstodisposethesolid—waste，andsotoomuchimportancehasbeenattachedtoseismicstabilityresearchofsolid—wastecontainmentslopeAsolidwastecontainmentsystemcanbesimplifiedasaslopewhichcontainsalayerofgeo

3、membrane(whichissimplifiedasinterlayerslopeintherestpan)ShakingtablemodeltestandnumericalanalysishavebeendonetostudytheseismicstabilityofinterlayerslopebasedonthetwopartwedgetheoryinthispapenManyfactorswhichaffecttheslop

4、estabilityratio，includinghorizontalseismiccoefficient，slopeangle，soilgeomembraneinteractioncoefficient，slopelength，layerthicknessandsoilcharacterhavebeentookintoconsiderationPrimarystudiesalsohavebeendoneonpermanentdispl

5、acementofinterlayerslopeunderseismicloadingThethesisencompassesthreepans：ThefirstoneintroducesinterlayerslopefailuretheorXthesecondonedealswiththedesignofmodeltestandanalysisofthetestdata，thelastpartanalyzetheinterlayers

6、lopeaffectfactors。ChapteroneandtwowhichintroducetwopartwedgetheoryputforwardbyHoeILingareincludedinpartone，andregardedasthetheoryfoundationofmodeltest，Thesecondpartincludingchapterthreeandfourstatesthedetailsofmodeltests

7、uchastheequipments，procedures，testdataanalysisandsoon，andtheconclusionsdrawfromtheteSt，ThefollowingtwochaptersmakeofthethirdpartChapterfiveanalysesthefailurefactorsoftestmodelandidentifiesthevalidscopeoftwo—partwedgetheo

8、ryChaptersixextendsthevalidscopeoftwopartwedgetheoryandputsforwardintegerslidetheory，thenusestheextendedtheorycalculatingaconcreteproject，seismicdesignsuggestionsareproposedfinallyKeywords：seismicstabilitygeomembrance，in