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ID:38663610
大小:70.00 KB
页数:6页
时间:2019-06-17
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1、Part2Typesofsoillandslide滑坡boulder漂石cobble卵石gravellysand砂石coarsesand粗砂mediumsand中砂finesand细砂siltysand粉土clayeysoil粘性土clay粘土siltyclay粉质粘土sandysilt砂质粉土clayeysilt粘质粉土filledsoil填土Part4Deformationandstressoffoundation(negative)skinfrictionofdrivenpile打入桩(负)摩阻力fieldvaneshearstrength十字板抗剪强度lo
2、wactivity低活性stripfooting条基squarespreadfooting方形独立基础underlyingsoil(stratum,strata)下卧层(土)sustainedload持续荷载reducedload折算荷载casing套管clayfraction粘粒粒组subgrade路基well-gradedsoil级配良好土poorly-gradedsoil级配不良土sieve筛子modulusofcompressibility压缩模量coefficentofcompressibility压缩系数compressionindex压缩指数swel
3、lingindex回弹指数geostaticstress自重应力additionalstress附加应力slipline滑移线Part5Excavationanddewateringoffoundationdewatering降水failureoffoundation基坑失稳bracingoffoundationpit基坑围护bottomheave=basalheave(基坑)底隆起retainingwall挡土墙pore-pressuredistribution孔压分布dewateringmethod降低地下水位法vacuumwellpoint真空井点brace
4、dcuts支撑围护bracedexcavation支撑开挖bracedsheeting支撑挡板Part6Deepfoundationcast–in-placepile灌注桩divingcastingcast-in-placepile沉管灌注桩boredpile钻孔桩pilessetintorock嵌岩灌注桩rammedbulbpile夯扩桩belledpierfoundation钻孔墩基础drilled-pierfoundation钻孔扩底墩precastconcretepile预制混凝土桩caissonfoundation沉井(箱)diaphragm地下连续墙e
5、nd-bearingpile端承桩pilecap承台bearingcapacityofsinglepile单桩承载力lateralpileloadtest单桩横向载荷试验ultimatelateralresistanceofsinglepile单桩横向极限承载力staticloadtestofpile单桩竖向静荷载试验verticalallowableloadcapacity单桩竖向容许承载力lowpilecap低桩承台high-risepilecap高桩承台verticalultimateupliftresistanceofsinglepile单桩抗拔极限承载力
6、silentpiling静压桩upliftpile抗拔桩anti-slidepile抗滑桩efficiencyfactorofpilegroups群桩效率系数(η)dynamicpiletesting桩基动测finalset最后贯入度dynamicloadtestofpile桩动荷载试验pileintegritytest桩的完整性试验pilehead=butt桩头piletip=pilepoint=piletoe桩端(头)pilespacing桩距groupaction群桩作用endbearing=tipresistance桩端阻skin(side)frictio
7、n=shaftresistance桩侧阻pilecushion桩垫piledriving(byvibration)打桩(振动)pilepullingtest拔桩试验pileshoe桩靴pilenoise打桩噪音pilerig打桩机Part7Groundtreatmenttechnicalcodeforgroundtreatmentofbuilding建筑地基处理技术规范cushionmethod垫层法preloadingmethod预压法dynamiccompactionmethod强夯法dynamiccompactionreplacementmethod强夯置换
8、法vibr
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