KINERJA CAMPURAN BETON ASPAL DENGAN BAN BEKAS SEBAGAI PENGGANTI SEBAGIAN AGREGAT TERHADAP FLEXURE FATIGUE TEST

THE PERFORMANCE OF ASPHALT CONCRETE CONTAINING SCRAPPED RUBBER TIRE ON A FLEXURE FATIGUE TEST, VIVL, ST, 2004, Transportation Engineering, Magister Program of Civil Engineering, Faculty of Planning and Engineering, Institute of Technology Bandung. The main objective of this research was to evaluate...

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Main Author: Vivi
Format: Theses
Language:Indonesia
Online Access:https://digilib.itb.ac.id/gdl/view/3169
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Institution: Institut Teknologi Bandung
Language: Indonesia
id id-itb.:3169
spelling id-itb.:31692005-05-17T10:08:09ZKINERJA CAMPURAN BETON ASPAL DENGAN BAN BEKAS SEBAGAI PENGGANTI SEBAGIAN AGREGAT TERHADAP FLEXURE FATIGUE TEST Vivi Indonesia Theses INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/3169 THE PERFORMANCE OF ASPHALT CONCRETE CONTAINING SCRAPPED RUBBER TIRE ON A FLEXURE FATIGUE TEST, VIVL, ST, 2004, Transportation Engineering, Magister Program of Civil Engineering, Faculty of Planning and Engineering, Institute of Technology Bandung. The main objective of this research was to evaluate Asphalt Concrete performance containing scrapped rubber tire on flexure fatigue test using DARTEC machine. The test were conducted in the controlled stress, sinusoidal wave on 10 Hz of loading frequency and using three point bending mode of loading. Fatigue test were conducted at optimum binder content of bituminous mixtures, Bina Marga type IV gradation and carried out at room temperature. The type of scrapped rubber tire used is which contents of 50% and 100% as substitution of aggregate at fraction of No. 50. Marshall analysis showed that the mix without scrapped rubber tire has an optimum asphalt content of 7.1%, the mix containing 50% substitution of aggregate at fraction of No. 50 has an optimum asphalt content of 7.4% and the mix containing 100% substitution of aggregate at fraction of No.50 has an optimum asphalt content of 7.2%. The result of test indicated that fatigue life of bituminous mixtures containing scrapped rubber tire as substitution of aggregate was comparably low in comparison with the fatigue life of bituminous mixtures without scrapped rubber tire. Based on regression analysis result, the initial stiffness of mix without scrapped rubber tire, the mix containing 50% and 100% substitution of aggregate at fraction of No. 50 were 99,919 Mpa, 68,008 Mpa and 53,938 Mpa respectively. There is no difference on the crack mechanism between the bituminous mixtures containing scrapped rubber tire and without scrapped rubber tire, the cracks begin at the bottom in the middle of specimen and then propagate to the surface text
institution Institut Teknologi Bandung
building Institut Teknologi Bandung Library
continent Asia
country Indonesia
Indonesia
content_provider Institut Teknologi Bandung
collection Digital ITB
language Indonesia
description THE PERFORMANCE OF ASPHALT CONCRETE CONTAINING SCRAPPED RUBBER TIRE ON A FLEXURE FATIGUE TEST, VIVL, ST, 2004, Transportation Engineering, Magister Program of Civil Engineering, Faculty of Planning and Engineering, Institute of Technology Bandung. The main objective of this research was to evaluate Asphalt Concrete performance containing scrapped rubber tire on flexure fatigue test using DARTEC machine. The test were conducted in the controlled stress, sinusoidal wave on 10 Hz of loading frequency and using three point bending mode of loading. Fatigue test were conducted at optimum binder content of bituminous mixtures, Bina Marga type IV gradation and carried out at room temperature. The type of scrapped rubber tire used is which contents of 50% and 100% as substitution of aggregate at fraction of No. 50. Marshall analysis showed that the mix without scrapped rubber tire has an optimum asphalt content of 7.1%, the mix containing 50% substitution of aggregate at fraction of No. 50 has an optimum asphalt content of 7.4% and the mix containing 100% substitution of aggregate at fraction of No.50 has an optimum asphalt content of 7.2%. The result of test indicated that fatigue life of bituminous mixtures containing scrapped rubber tire as substitution of aggregate was comparably low in comparison with the fatigue life of bituminous mixtures without scrapped rubber tire. Based on regression analysis result, the initial stiffness of mix without scrapped rubber tire, the mix containing 50% and 100% substitution of aggregate at fraction of No. 50 were 99,919 Mpa, 68,008 Mpa and 53,938 Mpa respectively. There is no difference on the crack mechanism between the bituminous mixtures containing scrapped rubber tire and without scrapped rubber tire, the cracks begin at the bottom in the middle of specimen and then propagate to the surface
format Theses
author Vivi
spellingShingle Vivi
KINERJA CAMPURAN BETON ASPAL DENGAN BAN BEKAS SEBAGAI PENGGANTI SEBAGIAN AGREGAT TERHADAP FLEXURE FATIGUE TEST
author_facet Vivi
author_sort Vivi
title KINERJA CAMPURAN BETON ASPAL DENGAN BAN BEKAS SEBAGAI PENGGANTI SEBAGIAN AGREGAT TERHADAP FLEXURE FATIGUE TEST
title_short KINERJA CAMPURAN BETON ASPAL DENGAN BAN BEKAS SEBAGAI PENGGANTI SEBAGIAN AGREGAT TERHADAP FLEXURE FATIGUE TEST
title_full KINERJA CAMPURAN BETON ASPAL DENGAN BAN BEKAS SEBAGAI PENGGANTI SEBAGIAN AGREGAT TERHADAP FLEXURE FATIGUE TEST
title_fullStr KINERJA CAMPURAN BETON ASPAL DENGAN BAN BEKAS SEBAGAI PENGGANTI SEBAGIAN AGREGAT TERHADAP FLEXURE FATIGUE TEST
title_full_unstemmed KINERJA CAMPURAN BETON ASPAL DENGAN BAN BEKAS SEBAGAI PENGGANTI SEBAGIAN AGREGAT TERHADAP FLEXURE FATIGUE TEST
title_sort kinerja campuran beton aspal dengan ban bekas sebagai pengganti sebagian agregat terhadap flexure fatigue test
url https://digilib.itb.ac.id/gdl/view/3169
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