建筑施工作業(yè)、習(xí)題集(construction work and problem sets)

建筑施工作業(yè)、習(xí)題集(construction work and problem sets)

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時(shí)間:2018-07-30

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1、建筑施工作業(yè)、習(xí)題集(Constructionworkandproblemsets)Constructionprojectconstructionwork,setThefirstchapterofearthworksQuestions1.1thedeformabilityofthesoilcoefficientwhichhavespecificapplicationintheearthworkproject?Whatarethe1.2basicrequirementsforoptimumdesignofplane?Howtode

2、signtheoptimaldesignofplane?The1.3:"todeterminethegeneralstepsofearthworkoptimizationoperationmethodonthetable?1.4whatarethecommongroundlevelingconstructionmachinery?1.5:whatarethefactorsinfluencingtheslopestability,andexplainthereasons.1.6transversebracingpilesoilpr

3、essuredistributioncharacteristics?1.7cementwalldesignshouldconsiderwhatfactors?Whatshouldbepaidattentiontothecementsoilmixingpileconstruction?1.8piledesignshouldconsiderwhatfactors?1.9trypainting:"thecalculationofsingleanchorblockdiagramcalculationsolidsheetpileequiv

4、alentbeammethod",themethodthatdeterminetheinflectionpoint?Whatistheroleofthe1.10wells?1.11themechanismandwaysofpreventingsandflowgenerated?1.12lightwellpointsystemwhichpart?Theelevationandlayoutarerequired?1.13singlebucketexcavatorhasseveralforms?Whatistheexcavationo

5、fearth?1.14earthworkfillingshouldpayattentiontowhattheproblem?Themainfactorsaffectingthecompactedfill?exercisesAconstructionsite1squaregridasshowninFigure1-60,thegridsidelength20m,two-waydrainageslopeix=iy=0.3%,trybycutandfillbalanceprincipletodeterminethedesigneleva

6、tion(withoutconsideringthedeformabilityofthesoil).OnehundredandseventypointfivezeroOnehundredandseventy-oneOnehundredandseventy-oneOnehundredandseventy-onepointfivezero170170.50171Figure1-60Theoptimumdesignofplane2plansfor1-61site(C,IX,iy).Forty-threepointtwofourFort

7、y-threepointzerosevenForty-threepointninefourForty-fourpointthreefourForty-twopointninefourForty-threepointthreefiveForty-threepointsevensixForty-fourpointonesevenFigure1-613tablemethodforoptimalsolutionisshowninthetablebelowearthwork,andcalculatethetransportquantiti

8、es(M3-km)FillareaTheexcavationareaT1T2T3T4Cutvolume(M3)W1ThirtyThirtySeventyEightyTwohundredW2FiftySixtyOnehundredandtwentySeventyS

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