基于模糊数学的降雨条件下边坡渗流特性与稳定性分析

基于模糊数学的降雨条件下边坡渗流特性与稳定性分析

ID:33917160

大小:2.69 MB

页数:66页

时间:2019-03-02

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1、ABSTRACTGuangxiislocatedinthesouthernregionofChina,ithashumidandrainyallyear.Inrecentyears,thedevelopmentofeconomyandtheincreasingofhumanactivitiesleadtodestroythegeologicalenvironment.Finally,itimprovesthepossibilityofgeologicaldisastersandbringsgreatlossestopeople'slivesandprope

2、rty.Therefore,accordingtothemeteorologicalandtopographicalcharacteristicsinGuangxi,lookingrealisticrainfallfactoranddeterminingslopestabilityareveryimportant.Inthispaper,thereisfuzzycomprehensiveevaluationonrainfallfactors,rainfallfactorsinrainfallinfiltrationmodelareoptimizedsele

3、ctionbyfuzzymathematicmethod,improvingtheobjectivefunctionvalue,thustheresultagreeswithactualsituation.ThroughusingGeostudiosoftwaretoanalyzeslopestabilityunderrainfallconditions,itcanaccuratelyevaluatetheslopefailureprobability.Meanwhile,itcanprovidesomereliableevidencesformanual

4、controlofslopeinstability.Itshowsthisstudyhasimportanttheoreticalsignificanceandapplicationvalue.Themainresultsareasfollows:(1)Intheoptimalselectionofrainfallfactorprocess,therainfallintensity,rainfalldurationandrainfalltyperegardasobjectset.theminimumslopesafetyfactor,slopefailur

5、eprobability,thefirsttoreachthesaturationpointandtransientsaturationarearegardasevaluationindex.TheproperrainfallfactorareobtainedthroughregressionfittingfuzzycomprehensiveevaluationwhichisbasedonSAS8.1statisticalanalysissoftware.(2)Inrainfallinfiltrationprocess,Porewaterpressurel

6、ocatedinslopesurfacereachestopositivevalue,Porewaterpressurewithinacertaindepthrangeisimproved,andtheporewaterpressurebelowthegroundwatertablehasbeengreaterthanzero.Inaddition,Afeaturessectionisselectedtoanalyzethechangesofporewaterpressureatdifferentpositions,itshowsthatthefarthe

7、rthedistancefromslope,thesmalltheporewaterpressurewouldbe.Rainfallinfiltrationdepthis6.5metersatthissoillayer.(3)Withtheincreasingofrainfallintensity,thesafetyfactordecreasesrapidly,andthechangerangealsohasincreased.Theslopesafetyfactordecreaseswiththeincreasesofrainfallduration,a

8、fterrainstops,slopesafetyfactordo

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