ALFIADI, WAHYU (2009) PENGARUH LAMA PEMERAMAN TERHADAP KARAKTERISTIK MARSHALL PADA LAPISAN ASPAL BUTON BERAGREGAT (LASBUTAG) SISTEM CAMPURAN DINGIN (COLD MIX). Other thesis, University of Muhammadiyah Malang.
PENGARUH_LAMA_PEMERAMAN_TERHADAPKARAKTERISTIK_MARSHALL_PADA_LAPISAN_ASPALBUTON_BERAGREGAT.pdf - Published Version
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( Asphalt Covering have Aggregate) is mixture materials of asbuton aggregate and modifier able to be used as hard materials of roadway this lasbutag also known as AHAS(Agregat Hot Asbuton Sheet) representing hot mixture Usage of lasbutag upon which roadway ossifying still has many weakness especially at cool mixture lasbutag because this mixture only adequate to roadway owning light traffic Pertamax which using asbuton make Systems of Cold Mix to be obtained more flexible asphalt mixture and bigger powerful to transformation.In this research used light oil mixture of Pertamax on the chance of pertamax will immediately condense so that mixture do not too flabby and quicker time relative To improve repair weakness had asbuton have aggregate conducting mixing time variation or of keep,expected can improve repair lacking of had asbuton. from statistical analysis can be shown with existence of difference of time variation of keep will influence stability value of marshall,hal the shown with Y = (- 154081.2) + 7548.5.X (F count = 19.36 > F tables) = 4.24 at probability level 0.05. while to flow analyse statistic with existence of difference of time variation of keep will influence value of flow,this is shown with Y = 2.222 - 1.697 X ( Fcount = 5.224 > Ftables = 4.24 ), at probability level 0.05 with existence variation of keep of age 2 hours up to 72 hours, less having an effect on to value of Marshall Quotient that is shown by equation of Y = 984.95 - 2.35.X + 0.076 X ( F count = 1.25 < F tables = 5.61) , at probability level 0.01 for the Cavity of Air less having an effect on to time variation of keep, where the mentioned shown by equation : Y = 7.25 - 0.018.X ( F- count regresi = 1.42 < F - tables of = 4.29 )at probability level 0.05 Become Optimum time of keep which obtained from analysis use graph above is 49 Hours.
|Item Type:||Thesis (Other)|
|Subjects:||T Technology > TA Engineering (General). Civil engineering (General)|
|Divisions:||Faculty of Engineering > Department of Civil Engineering|
|Depositing User:||Anwar Jasin|
|Date Deposited:||21 Mar 2012 11:07|
|Last Modified:||21 Mar 2012 11:07|
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