03/04Art.No.WM9703 SoilandAsphaltcompaction SoilandAsphalt compactionequipment Engindecompactagedessols etdesmélangesbitumineuxVerdichtungsgerätefürdenErd-undAsphaltbau Asphaltdeckschicht Asphaltwearingcourse Couchederoulement Asphalttragschicht Asphaltbasecourse Couchedebase Kies Gravel Gravier Kies-Sand Gravel-sand Grave Lehm Loam Sableargileux BAO1e-02/04 gravel subbase cappinglayer asphaltbasecourse asphaltwearingcourse bearingcapacity asphaltbindercourse Structureandpropertiesofaflexiblepavement shearresistance ridingquality,skidresistance, impermeability pavement subgrade/ embankment gravel-sand loam formation BAO1e-03/03 impermeability Increasedbearing capacity Increaseddurability Higherresistance todeformation Higherresistance tofrostdamage Increasedstability Decreased permeability Objectivesofcompaction Poor compaction Good compaction Poor compaction Good compaction Poor compaction Good compaction Asphaltwearingcourse Asphaltbasecourse Gravel-sand Gravel Sand Loam BAO1e-04/03 Soilcompaction Soiltypedefinitions Gravel Loam coarseaggregate granular non-cohesive fineaggregate non-granular cohesive BAO01e-05/03 aftercompaction Soilcompaction beforecompaction Granular Cohesive BAO1e-06/03 100 90 80 70 60 50 40 30 20 10 0 0 0,002 0,06 2 60 100 90 80 70 60 50 40 30 20 10 0 0 0,002 0,06 2 60 1 3 2 4 1 2 3 4 particlesizeinmm particlesizeinmm Clay Silt Sand Gravel Soilcompaction Sievingandparticlesizedistribution siltyclay uniformsand Gravel-silt Gravel-sand percentpassingbyweightpercentpassingbyweight BAO1e-07/03 Soilcompaction Influenceofwatercontentoncompactability Proctorcurve max.Density optimum moisturecontent Moisture content Drydensity lowmoisturecontent •highinternalfriction •lowdensity optimummoisturecontent •bestcompactability •max.density highmoisturecontent •highwaterpressure •lowdensity BAO1e-08/03 20151050 1.5 1.6 1.7 1.8 0 20 255 10 15 1 2 3 4 5 1 3 2 4 5 BAO1e-09/03 Gravel-sand Proctortest Modified proctortest 4.5kgfallingweight 450mmfallingheight 25blowsperlayer Standard proctortest 2,5kgfallingweight 300mmfallingheight 25blowsperlayer Soilcompaction Proctorcurve Moisturecontent(%) Proctorcurvesof differentsoiltypes sandygravel uniformsand Gravel-sand sandysilt heavyclay Proctorcurve Proctordensity optimum moisture content Drydensity(t/m 3 ) Moisturecontent(%) 1.9 1.5 1.7 1.8 2.0 2.1 2.2 Drydensity(t/m 3 ) 1.6 BAO1e-10/03 Soilcompaction Coarseaggregate Sand Gravel Application primarilyfor •embankmentssubbasesandbasesfor road,railtrackandairportconstruction •foundationsforbuildings •trenchesandbackfills Sand0,06-2mmGravel2-60mm Compactability •dependsongrading •toomuchcompactionmaybe detrimental Compactionequipment •vibratorytandemrollersand singledrumrollers(smoothdrum) •heavyandmediumsizeplates Rockfill CobblesBoulders Application primarilyfor •damconstruction •embankmentsforroad,railtrackand airportconstruction •foundationsforbuildings Cobbles>60mmBoulders>100mm Compactability •layerthicknessshouldbethreetimes thickerthanmax.particlesize •materialneedshighcompactionenergy Compactionequipment primarily •heavysingledrumrollers •heavyplates Fineaggregate Clay Silt Application primarilyfor •damconstruction •embankmentsforroad,railtrackand airportconstruction •trenchesandbackfills •sanitarylandfillconstruction Clay<0,002mmSilt0,002-0,06mm Compactability •difficulttocompactduetocohesion •compactioneffectdependsstrongly onwatercontent •materialneedshighcompactionenergy Compactionequipment primarily •heavyandmediumsizesingledrum rollers(smoothandpadfootdrum) •trenchcompactorsandheavyplates