Laboratory Investigations on Pervious Concrete for Pavement Construction.

Pervious concrete is a tailored-property concrete with high water permeability which allow the passage of water to flow through easily through the existing interconnected large pore structure. This study presents the influence of fine aggregate and coarse aggregate quantities on the properties of pe...

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Main Author: Akampurira, Asaph
Format: Thesis
Published: Kabale University 2023
Online Access:http://hdl.handle.net/20.500.12493/1206
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author Akampurira, Asaph
author_facet Akampurira, Asaph
author_sort Akampurira, Asaph
collection KAB-DR
description Pervious concrete is a tailored-property concrete with high water permeability which allow the passage of water to flow through easily through the existing interconnected large pore structure. This study presents the influence of fine aggregate and coarse aggregate quantities on the properties of pervious concrete with the known angularity number of coarse aggregates. Materials used are OPC Type I, sand as fine aggregate corresponding to grading II and four sizes of coarse aggregate namely, 5mm to 6.3mm, 6.3mm to 10mm, 10mm to 14mm, 14mm to 20mm. Mixes were prepared with the water cement ratio of 0.34, cement content of 400kg/m3 and maintaining the cement-aggregate ratio as 1:4.75. Coarse aggregates were replaced with fine aggregate in the percentages of 0%. 10%, 20%, 30%, 40% and 50 % by weight. Various mechanical properties of the mixes were evaluated. Coefficient of permeability was determined by using falling head permeability method. The relationship between the strength, permeability and total void present in aggregate based on angularity number has been developed. Suitability of pervious concrete as a pavement material was discussed.
format Thesis
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publishDate 2023
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spelling oai:idr.kab.ac.ug:20.500.12493-12062024-06-12T12:50:17Z Laboratory Investigations on Pervious Concrete for Pavement Construction. Akampurira, Asaph Pervious concrete is a tailored-property concrete with high water permeability which allow the passage of water to flow through easily through the existing interconnected large pore structure. This study presents the influence of fine aggregate and coarse aggregate quantities on the properties of pervious concrete with the known angularity number of coarse aggregates. Materials used are OPC Type I, sand as fine aggregate corresponding to grading II and four sizes of coarse aggregate namely, 5mm to 6.3mm, 6.3mm to 10mm, 10mm to 14mm, 14mm to 20mm. Mixes were prepared with the water cement ratio of 0.34, cement content of 400kg/m3 and maintaining the cement-aggregate ratio as 1:4.75. Coarse aggregates were replaced with fine aggregate in the percentages of 0%. 10%, 20%, 30%, 40% and 50 % by weight. Various mechanical properties of the mixes were evaluated. Coefficient of permeability was determined by using falling head permeability method. The relationship between the strength, permeability and total void present in aggregate based on angularity number has been developed. Suitability of pervious concrete as a pavement material was discussed. 2023-06-23T12:15:22Z 2023-06-23T12:15:22Z 2023 Thesis Akampurira, Asaph 92023). Laboratory Investigations on Pervious Concrete for Pavement Construction. kabale: Kabale University. http://hdl.handle.net/20.500.12493/1206 application/pdf Kabale University
spellingShingle Akampurira, Asaph
Laboratory Investigations on Pervious Concrete for Pavement Construction.
title Laboratory Investigations on Pervious Concrete for Pavement Construction.
title_full Laboratory Investigations on Pervious Concrete for Pavement Construction.
title_fullStr Laboratory Investigations on Pervious Concrete for Pavement Construction.
title_full_unstemmed Laboratory Investigations on Pervious Concrete for Pavement Construction.
title_short Laboratory Investigations on Pervious Concrete for Pavement Construction.
title_sort laboratory investigations on pervious concrete for pavement construction
url http://hdl.handle.net/20.500.12493/1206
work_keys_str_mv AT akampuriraasaph laboratoryinvestigationsonperviousconcreteforpavementconstruction