压力分散型悬锚式挡土墙支护理论及应用研究

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1、AbS仃act(English)⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯mChapter1In仃0duction⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯．11．1TheintentandsigllificaIlceofresearch⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯11．2LiteI{m盯esu

2、Ⅳe⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯．21．2．1Smlcture够peand印plyingconditiollSofretamIlg啪ll⋯⋯⋯⋯⋯．．21．2．2stateofartsofre

3、taillingwalltheo巧⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯51．2．3Numericalsimulationofretaillingwall⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯61．2．4TestiIlgandm0Ilitoringofre诅诚ng啪ll⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯81．3Maillcontents⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯．91．4Technicalrute⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯。10Chapter2S仃u咖edesi印ofpressure—dispersedanchorcant

4、ileVerretailling吼ll⋯l12．1Desi印basis⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯112．2Desi弘p血ciple⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯一122．3DesignparametersselectiOn⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯“132．3．1Partialcoefj丘ciemf．ornleloads⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯。132．3．2MechalliCalparameters⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯142．3．3SafetV蠡ctors⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯

5、⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯．142．3．4L0adCombination⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯152．4Calculationconditions⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯152．5Calculationfomulae⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯。l52。5．1CalculationformulaofsoilpresSure⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯162．5．2SlidingStabilitycheckingformula⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯·．172．5．3Ove巾ln】iIlgresist

6、ancestabili够calculationf．0rmula⋯⋯⋯⋯⋯⋯⋯182．5．4Bearingcapac时offoundationcalCulation⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯182．5．5SandCuslliondesigncalculation⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯．192．6Calculationprocedure⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯202．6．1Structuresizea11dloadpa【rameter⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯．20V山东大学硕士学位诧又2．6．2R咖iIlingw2L11designforem

7、bankment诵thdi丘-erentehei咖⋯⋯⋯212．7S吼mary⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯23Chapter3Filliteelementallalysisforstressmecllallismofretaillingwall⋯⋯⋯⋯⋯253．1R0adbedFillingsoilteStiIlg⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯·253．1．1LiqmdplaSticliHlitS0ilp枷clesiZe丘acti伽瞰iontest⋯⋯⋯⋯⋯⋯253．1．2Conlpactiontest⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯

8、⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯263．1．3ReSiliemmodulustest⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯．273．1．4CaliformaBeariIlgRatio(CBR)test⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯。293．1．5Tri戚a1compressiontest⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯313．1．6Resultsanalysis⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯343．2FiniteelementamlysisofretaillingwaU⋯⋯⋯⋯