嵌巖抗滑樁的受力分析及其在滑坡治理中的應(yīng)用

1、2006屆碩士研究生學(xué)位論文V9600五0^v一一密緞坌豇一嵌巖抗滑樁的受力分析及其在滑坡治理中的應(yīng)用學(xué)科專(zhuān)業(yè)：巖王程一研究方向、巖土辦是導(dǎo)師v一肚盟置～研究生：董捷～中國(guó)貴州貴陽(yáng)2006年5月貴監(jiān)毓嵌巖抗滑耕的受／J分析度凡曲滑坡治理中的腳用SummaryAbstract：Landslidei5acomlHongeologicalcasualtyinthesouthwestmountainareaofourcountryAmongma

2、nymannersaboutlandslidetreatmenttheanti—slidepileiSappliedinalargenumberAtpresent，thedesignerssometimesignoretherelationbetweentheparametersandtheinnerforce&displacementofanti—slidepilewhenthedesignandcalculationhaveoccu

3、rredTherefore，thevalueofdeformationtopilesbiggerthantherealoneorthepositionoftrustandthemaxinnerforcearenotcorrectSothecomprehensionaboutimportantparametersissignificanttothesupportstructure1nlefoundationfactormethodisap

4、pliedonthecalculationaboutwiderangedifferentparametersofanti—slidingrocksocketedpierSandthecalculationiSbasedonKmethodResultsaccotIntfortheinfluenceextentaboutsomeparameterstothesupportstructure，suchassectionphysicaldime

5、nsionofpiles，depthaboutembeddedrockmass，strengthofrockmassinanchorageregionandSOonTheselectionandoptimizationaboutstructureformsofpilesarediscussedatthemeantimeThefiniteelementmodelsofanti—slidingroeksocketedpiersareesta

6、blishedaccordingtopresentresearchstateaboutarcheffeetThegravityandtrustareconsideredtogetherinthemodelThespacedistributecharacterofarcheffectCanbediscoveredthroughtheresultAndtheircharacterofdifferentspacingsandsollstren

7、gtharecomparedinordertoachievetheperfecteffect11lcmechanicsoftrustdeliveryiSrecognizeddeeplybyanalysisofthearchefrcct1hestresscharactersofcantileverandembeddedpilearealSOcomprehendedfurtherTheauthorsuggeststhatthefinitee

8、lementmodelofpileshouldbethreedimensionalAbovealI。thegravityofslidingmasscarlnotbeignoredtostudycombinedactionquestionsbetwe自llrockandsoilmassAttheendofthethesis，theapplicationofanti—slidingrocksocketedpierinpreventionen

9、gineeringoflandslidenearPingxilargesizedbridgeiSintroducedInsumthearticleislookedforwardtosupplySomehelpfordesignersofantislidingrocksocketedpierKeywords：landslide；antislidepile；antislidingrocksocketedpier；foundationfact