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Evaluation of the Performance of Glasphalt Concrete Mixtures for Binder Course

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@article{IJASEIT5858,
   author = {Roaa H. Latief},
   title = {Evaluation of the Performance of Glasphalt Concrete Mixtures for Binder Course},
   journal = {International Journal on Advanced Science, Engineering and Information Technology},
   volume = {9},
   number = {4},
   year = {2019},
   pages = {1251--1259},
   keywords = {glasphalt; waste glass; hydrated lime; stripping; permanent deformation.},
   abstract = {

The vast and increasing quantities of waste materials produced by humans and accumulating in landfills are causing serious environmental problems around the world. Recycling is one of the most effective ways of protecting the natural environment, conserving natural resources, and achieving sustainability. Glass is one of the most widely used solid waste materials and can be readily recycled. The objective of this study is to evaluate the performance of an asphalt mixture for binder course that uses different percentages of crushed glass as an aggregate substitution. Asphalt mixtures comprising crushed glass as an aggregate are called glasphalt and have been used since the late 1960s. Two types of the mix were prepared: one with fractured aggregate only (control mix), and one with aggregates blended with recycled glass (glasphalt mix). Adding 2% of hydrated lime as an anti-stripping additive to the glasphalt mixture helps improve its resistance to moisture damage. The results indicate that the performance of the glasphalt mixture is superior in comparison to the conventional asphalt mixture. It is therefore desirable to replace the natural aggregate with crushed glass in asphalt mixtures up to 20% by weight of total aggregate with a maximal particle size of 4.75 mm.

},    issn = {2088-5334},    publisher = {INSIGHT - Indonesian Society for Knowledge and Human Development},    url = {http://ijaseit.insightsociety.org/index.php?option=com_content&view=article&id=9&Itemid=1&article_id=5858},    doi = {10.18517/ijaseit.9.4.5858} }

EndNote

%A Latief, Roaa H.
%D 2019
%T Evaluation of the Performance of Glasphalt Concrete Mixtures for Binder Course
%B 2019
%9 glasphalt; waste glass; hydrated lime; stripping; permanent deformation.
%! Evaluation of the Performance of Glasphalt Concrete Mixtures for Binder Course
%K glasphalt; waste glass; hydrated lime; stripping; permanent deformation.
%X 

The vast and increasing quantities of waste materials produced by humans and accumulating in landfills are causing serious environmental problems around the world. Recycling is one of the most effective ways of protecting the natural environment, conserving natural resources, and achieving sustainability. Glass is one of the most widely used solid waste materials and can be readily recycled. The objective of this study is to evaluate the performance of an asphalt mixture for binder course that uses different percentages of crushed glass as an aggregate substitution. Asphalt mixtures comprising crushed glass as an aggregate are called glasphalt and have been used since the late 1960s. Two types of the mix were prepared: one with fractured aggregate only (control mix), and one with aggregates blended with recycled glass (glasphalt mix). Adding 2% of hydrated lime as an anti-stripping additive to the glasphalt mixture helps improve its resistance to moisture damage. The results indicate that the performance of the glasphalt mixture is superior in comparison to the conventional asphalt mixture. It is therefore desirable to replace the natural aggregate with crushed glass in asphalt mixtures up to 20% by weight of total aggregate with a maximal particle size of 4.75 mm.

%U http://ijaseit.insightsociety.org/index.php?option=com_content&view=article&id=9&Itemid=1&article_id=5858 %R doi:10.18517/ijaseit.9.4.5858 %J International Journal on Advanced Science, Engineering and Information Technology %V 9 %N 4 %@ 2088-5334

IEEE

Roaa H. Latief,"Evaluation of the Performance of Glasphalt Concrete Mixtures for Binder Course," International Journal on Advanced Science, Engineering and Information Technology, vol. 9, no. 4, pp. 1251-1259, 2019. [Online]. Available: http://dx.doi.org/10.18517/ijaseit.9.4.5858.

RefMan/ProCite (RIS)

TY  - JOUR
AU  - Latief, Roaa H.
PY  - 2019
TI  - Evaluation of the Performance of Glasphalt Concrete Mixtures for Binder Course
JF  - International Journal on Advanced Science, Engineering and Information Technology; Vol. 9 (2019) No. 4
Y2  - 2019
SP  - 1251
EP  - 1259
SN  - 2088-5334
PB  - INSIGHT - Indonesian Society for Knowledge and Human Development
KW  - glasphalt; waste glass; hydrated lime; stripping; permanent deformation.
N2  - 

The vast and increasing quantities of waste materials produced by humans and accumulating in landfills are causing serious environmental problems around the world. Recycling is one of the most effective ways of protecting the natural environment, conserving natural resources, and achieving sustainability. Glass is one of the most widely used solid waste materials and can be readily recycled. The objective of this study is to evaluate the performance of an asphalt mixture for binder course that uses different percentages of crushed glass as an aggregate substitution. Asphalt mixtures comprising crushed glass as an aggregate are called glasphalt and have been used since the late 1960s. Two types of the mix were prepared: one with fractured aggregate only (control mix), and one with aggregates blended with recycled glass (glasphalt mix). Adding 2% of hydrated lime as an anti-stripping additive to the glasphalt mixture helps improve its resistance to moisture damage. The results indicate that the performance of the glasphalt mixture is superior in comparison to the conventional asphalt mixture. It is therefore desirable to replace the natural aggregate with crushed glass in asphalt mixtures up to 20% by weight of total aggregate with a maximal particle size of 4.75 mm.

UR - http://ijaseit.insightsociety.org/index.php?option=com_content&view=article&id=9&Itemid=1&article_id=5858 DO - 10.18517/ijaseit.9.4.5858

RefWorks

RT Journal Article
ID 5858
A1 Latief, Roaa H.
T1 Evaluation of the Performance of Glasphalt Concrete Mixtures for Binder Course
JF International Journal on Advanced Science, Engineering and Information Technology
VO 9
IS 4
YR 2019
SP 1251
OP 1259
SN 2088-5334
PB INSIGHT - Indonesian Society for Knowledge and Human Development
K1 glasphalt; waste glass; hydrated lime; stripping; permanent deformation.
AB 

The vast and increasing quantities of waste materials produced by humans and accumulating in landfills are causing serious environmental problems around the world. Recycling is one of the most effective ways of protecting the natural environment, conserving natural resources, and achieving sustainability. Glass is one of the most widely used solid waste materials and can be readily recycled. The objective of this study is to evaluate the performance of an asphalt mixture for binder course that uses different percentages of crushed glass as an aggregate substitution. Asphalt mixtures comprising crushed glass as an aggregate are called glasphalt and have been used since the late 1960s. Two types of the mix were prepared: one with fractured aggregate only (control mix), and one with aggregates blended with recycled glass (glasphalt mix). Adding 2% of hydrated lime as an anti-stripping additive to the glasphalt mixture helps improve its resistance to moisture damage. The results indicate that the performance of the glasphalt mixture is superior in comparison to the conventional asphalt mixture. It is therefore desirable to replace the natural aggregate with crushed glass in asphalt mixtures up to 20% by weight of total aggregate with a maximal particle size of 4.75 mm.

LK http://ijaseit.insightsociety.org/index.php?option=com_content&view=article&id=9&Itemid=1&article_id=5858 DO - 10.18517/ijaseit.9.4.5858