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1、COMPRESSION&CONSOLIDATIONOFSOILS1.INTRODUCTION-DEFORMATION(&TIMEDEPENDENCY)2,TERZAGHIMODELFOR1-DCONSOLIDATION-STRESSCHANGEDURINGCONSOLIDATION3,ONE-DIMENSIONALCOMPRESSION-OEDOMETERTESTS4COMPRESSIONCHARACTERISTICSOFSQILSr,glogar,C,C,s股OVER-CONSOLIDATEDSOILSOCRetc.PREDICTINGSETTLEMENTSelau,e/tnao,M,1-D
2、THEORYOFCONSOLIDATION(TERzAGHD1.INTRODUCTIONDeformationresultsfromchangesinstress,Settlementofbuildings-L议Groundmovementsduetoraising&loweringofwatertable_怡.议Groundmovementsduetoraising&loweringofwatertable_巳Z一2才一ConsiderstrossatdepthZ,whentheW志jsatsuriace匹玲cCi1二l一/wal二4AndnowconsiderstressatdepthZ,
3、whentheWTisatlevelBzsad1=一A的)=5口议Groundmovementsduetoraising&loweringofwatertable春C61Therefore,achangeinWT.positionhascausedachangeinstress,thereforedeformationwillresultSoTypL一Mreiipee,vty,intnDearrye4mev/rMaeqmod/”(马rre1Taeoje5Csococrrme,市心】LoadPath222SoilassumedtobeSATURATED一D刨(夕OrefTEYPerleE旖火(r_队嫌旺氓膺跚厂毓覃癫(人Y刃THKLqcc一NoAChmAKE。AMo心Y一SniticMiercckS/&ELezlRcmeteccscoewA“CTmrDerevomur)
