Modification of local asphalt with epoxy resin to be used in pavement

The durability of asphalt pavement is greatly influenced by the environmental changes during the year. In this paper, we prepared asphalt modified by mixing asphalt 60/70 with epoxidized natural rubber (ENR) in different percentages (5, 10 and 15%), which was achieved using preformed peracetic acid...

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Main Authors: A.M.M. Abd El Rahman, M. EL-Shafie, S.A. El Kholy
Format: Article
Language:English
Published: Elsevier 2012-12-01
Series:Egyptian Journal of Petroleum
Subjects:
Online Access:http://www.sciencedirect.com/science/article/pii/S1110062112000384
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spelling doaj-c9f58d4fe4bc492eaf2467907967a45b2020-11-24T20:55:54ZengElsevierEgyptian Journal of Petroleum1110-06212012-12-0121213914710.1016/j.ejpe.2012.11.006Modification of local asphalt with epoxy resin to be used in pavementA.M.M. Abd El RahmanM. EL-ShafieS.A. El KholyThe durability of asphalt pavement is greatly influenced by the environmental changes during the year. In this paper, we prepared asphalt modified by mixing asphalt 60/70 with epoxidized natural rubber (ENR) in different percentages (5, 10 and 15%), which was achieved using preformed peracetic acid (aqueous solution 59%) at 60–80 °C, then molten cross-linker maleic anhydride (MA) was added to modified asphalt until homogenous blends are achieved. Marshall test was used to evaluate the asphalt pavement performance depending on the curing time and hardener concentration. To measure marshall test, the pervious mixture was stirred with aggregate jop formula mix (JMF) and 40% MA at 150–170 °C for 20 h and 1600 rpm. From the obtained data, it was found that asphalt mixed with 15% of ENR + 40% MA achieves a high stability (16,632 Newton), air voids of 2.5%, flow of 2.9 mm and mineral voids of 14.6%. While, the stability of the unmodified asphalt was (11,500 Newton), the flow 3.2 mm, the suitable air void value was 3.7% at 5.5% with the same conditions.http://www.sciencedirect.com/science/article/pii/S1110062112000384Asphalt emulsionSurfactantAsphalt pavementEpoxy resinNatural rubberEpoxidation process
collection DOAJ
language English
format Article
sources DOAJ
author A.M.M. Abd El Rahman
M. EL-Shafie
S.A. El Kholy
spellingShingle A.M.M. Abd El Rahman
M. EL-Shafie
S.A. El Kholy
Modification of local asphalt with epoxy resin to be used in pavement
Egyptian Journal of Petroleum
Asphalt emulsion
Surfactant
Asphalt pavement
Epoxy resin
Natural rubber
Epoxidation process
author_facet A.M.M. Abd El Rahman
M. EL-Shafie
S.A. El Kholy
author_sort A.M.M. Abd El Rahman
title Modification of local asphalt with epoxy resin to be used in pavement
title_short Modification of local asphalt with epoxy resin to be used in pavement
title_full Modification of local asphalt with epoxy resin to be used in pavement
title_fullStr Modification of local asphalt with epoxy resin to be used in pavement
title_full_unstemmed Modification of local asphalt with epoxy resin to be used in pavement
title_sort modification of local asphalt with epoxy resin to be used in pavement
publisher Elsevier
series Egyptian Journal of Petroleum
issn 1110-0621
publishDate 2012-12-01
description The durability of asphalt pavement is greatly influenced by the environmental changes during the year. In this paper, we prepared asphalt modified by mixing asphalt 60/70 with epoxidized natural rubber (ENR) in different percentages (5, 10 and 15%), which was achieved using preformed peracetic acid (aqueous solution 59%) at 60–80 °C, then molten cross-linker maleic anhydride (MA) was added to modified asphalt until homogenous blends are achieved. Marshall test was used to evaluate the asphalt pavement performance depending on the curing time and hardener concentration. To measure marshall test, the pervious mixture was stirred with aggregate jop formula mix (JMF) and 40% MA at 150–170 °C for 20 h and 1600 rpm. From the obtained data, it was found that asphalt mixed with 15% of ENR + 40% MA achieves a high stability (16,632 Newton), air voids of 2.5%, flow of 2.9 mm and mineral voids of 14.6%. While, the stability of the unmodified asphalt was (11,500 Newton), the flow 3.2 mm, the suitable air void value was 3.7% at 5.5% with the same conditions.
topic Asphalt emulsion
Surfactant
Asphalt pavement
Epoxy resin
Natural rubber
Epoxidation process
url http://www.sciencedirect.com/science/article/pii/S1110062112000384
work_keys_str_mv AT ammabdelrahman modificationoflocalasphaltwithepoxyresintobeusedinpavement
AT melshafie modificationoflocalasphaltwithepoxyresintobeusedinpavement
AT saelkholy modificationoflocalasphaltwithepoxyresintobeusedinpavement
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