Improving sustainability of road construction by partial replacement of natural aggregates in subbase layer with crushed brick and reclaimed asphalt pavement
Reducing dependent on naturally sourced materials is among the priority in improving the sustainability of road construction. The subbase layer which provides strength and stability across the road profile, comprised mainly of natural aggregates. This study aims to explore the feasibility of partial...
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Institute of Physics
2023
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Online Access: | http://umpir.ump.edu.my/id/eprint/38571/1/Improving%20sustainability%20of%20road%20construction%20by%20partial%20replacement%20of%20natural%20aggregates%20in%20subbase%20layer.pdf http://umpir.ump.edu.my/id/eprint/38571/ https://doi.org/10.1088/1755-1315/1135/1/012050 |
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my.ump.umpir.385712023-11-06T03:37:22Z http://umpir.ump.edu.my/id/eprint/38571/ Improving sustainability of road construction by partial replacement of natural aggregates in subbase layer with crushed brick and reclaimed asphalt pavement S. M., Razak Norhaizura, Yahya M. Z., Zahid A. K., Bulkini Mohd Irwan, Adiyanto Noor Sheena Herayani, Harith Ahmad Nurfaidhi, Rizalman Mazizah Ezdiani, Mohamad T Technology (General) TA Engineering (General). Civil engineering (General) Reducing dependent on naturally sourced materials is among the priority in improving the sustainability of road construction. The subbase layer which provides strength and stability across the road profile, comprised mainly of natural aggregates. This study aims to explore the feasibility of partial replacement of natural aggregates in subbase layer with 20% Crushed Brick (CB) and 20 to 50% Reclaimed Asphalt Pavement (RAP). California Bearing Ratio (CBR) test and Constant Head Permeability tests were carried out to determine the effect of this partial replacement on the geotechnical properties of the subbase layer. The results obtained denotes that the combination of 20% CB and 50% RAP is the optimum partial replacement of natural aggregates in subbase layer with CB and RAP. The use of CB further complements RAP in improving the stiffness and compressibility of the subbase layer while contributing significantly toward sustainability in road construction. Institute of Physics 2023 Conference or Workshop Item PeerReviewed pdf en cc_by http://umpir.ump.edu.my/id/eprint/38571/1/Improving%20sustainability%20of%20road%20construction%20by%20partial%20replacement%20of%20natural%20aggregates%20in%20subbase%20layer.pdf S. M., Razak and Norhaizura, Yahya and M. Z., Zahid and A. K., Bulkini and Mohd Irwan, Adiyanto and Noor Sheena Herayani, Harith and Ahmad Nurfaidhi, Rizalman and Mazizah Ezdiani, Mohamad (2023) Improving sustainability of road construction by partial replacement of natural aggregates in subbase layer with crushed brick and reclaimed asphalt pavement. In: IOP Conference Series: Earth and Environmental Science; International Conference on Civil and Environmental Engineering 2022, CENVIRON 2022, 29-30 August 2022 , Penang. pp. 1-8., 1135 (012050). ISSN 1755-1307 https://doi.org/10.1088/1755-1315/1135/1/012050 |
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T Technology (General) TA Engineering (General). Civil engineering (General) S. M., Razak Norhaizura, Yahya M. Z., Zahid A. K., Bulkini Mohd Irwan, Adiyanto Noor Sheena Herayani, Harith Ahmad Nurfaidhi, Rizalman Mazizah Ezdiani, Mohamad Improving sustainability of road construction by partial replacement of natural aggregates in subbase layer with crushed brick and reclaimed asphalt pavement |
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Reducing dependent on naturally sourced materials is among the priority in improving the sustainability of road construction. The subbase layer which provides strength and stability across the road profile, comprised mainly of natural aggregates. This study aims to explore the feasibility of partial replacement of natural aggregates in subbase layer with 20% Crushed Brick (CB) and 20 to 50% Reclaimed Asphalt Pavement (RAP). California Bearing Ratio (CBR) test and Constant Head Permeability tests were carried out to determine the effect of this partial replacement on the geotechnical properties of the subbase layer. The results obtained denotes that the combination of 20% CB and 50% RAP is the optimum partial replacement of natural aggregates in subbase layer with CB and RAP. The use of CB further complements RAP in improving the stiffness and compressibility of the subbase layer while contributing significantly toward sustainability in road construction. |
format |
Conference or Workshop Item |
author |
S. M., Razak Norhaizura, Yahya M. Z., Zahid A. K., Bulkini Mohd Irwan, Adiyanto Noor Sheena Herayani, Harith Ahmad Nurfaidhi, Rizalman Mazizah Ezdiani, Mohamad |
author_facet |
S. M., Razak Norhaizura, Yahya M. Z., Zahid A. K., Bulkini Mohd Irwan, Adiyanto Noor Sheena Herayani, Harith Ahmad Nurfaidhi, Rizalman Mazizah Ezdiani, Mohamad |
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S. M., Razak |
title |
Improving sustainability of road construction by partial replacement of natural aggregates in subbase layer with crushed brick and reclaimed asphalt pavement |
title_short |
Improving sustainability of road construction by partial replacement of natural aggregates in subbase layer with crushed brick and reclaimed asphalt pavement |
title_full |
Improving sustainability of road construction by partial replacement of natural aggregates in subbase layer with crushed brick and reclaimed asphalt pavement |
title_fullStr |
Improving sustainability of road construction by partial replacement of natural aggregates in subbase layer with crushed brick and reclaimed asphalt pavement |
title_full_unstemmed |
Improving sustainability of road construction by partial replacement of natural aggregates in subbase layer with crushed brick and reclaimed asphalt pavement |
title_sort |
improving sustainability of road construction by partial replacement of natural aggregates in subbase layer with crushed brick and reclaimed asphalt pavement |
publisher |
Institute of Physics |
publishDate |
2023 |
url |
http://umpir.ump.edu.my/id/eprint/38571/1/Improving%20sustainability%20of%20road%20construction%20by%20partial%20replacement%20of%20natural%20aggregates%20in%20subbase%20layer.pdf http://umpir.ump.edu.my/id/eprint/38571/ https://doi.org/10.1088/1755-1315/1135/1/012050 |
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