Hydraulic behavior variation of pervious concrete due to clogging

During the rainfall, different types of sediments are transported (organic and inorganic) and can end up decreasing the hydraulic efficiency of Pervious Concrete (PC). This phenomenon is known as clogging and occurs naturally in the PC due to its high area exposed to the weather. This study aims to...

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Main Authors: Gersson F.B. Sandoval, Isaac Galobardes, Andre Campos De Moura, Berenice M. Toralles
Format: Article
Language:English
Published: Elsevier 2020-12-01
Series:Case Studies in Construction Materials
Subjects:
Online Access:http://www.sciencedirect.com/science/article/pii/S2214509520300267
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author Gersson F.B. Sandoval
Isaac Galobardes
Andre Campos De Moura
Berenice M. Toralles
author_facet Gersson F.B. Sandoval
Isaac Galobardes
Andre Campos De Moura
Berenice M. Toralles
author_sort Gersson F.B. Sandoval
collection DOAJ
description During the rainfall, different types of sediments are transported (organic and inorganic) and can end up decreasing the hydraulic efficiency of Pervious Concrete (PC). This phenomenon is known as clogging and occurs naturally in the PC due to its high area exposed to the weather. This study aims to identify and characterize the phenomenon of clogging in PC with natural aggregates and recycled aggregates, subjected to three types of sediment: two types of sand (Sand 1 and Sand 2, respectively) and a mixture of sand and clay (S + C). Besides, this research aims on proposing a maintenance plan to avoid loss of functionality of structures produced with PC. To fulfil these aims, the constant head permeability test will be adapted to evaluate the variation of permeability (k) during the clogging process. The results show that PC with recycled aggregates have the best hydraulic performance when compared with PC with natural aggregates. The results present values of 17.5 % and 19.6 % of porosity, and 6.2 mm/s and 10.0 mm/s of permeability for natural and recycled aggregates, respectively. Regarding clogging phenomenon, natural aggregate PC presents permeability reductions of 50 % (Sand 2), 60 % (S + C) and 70 %, (Sand 1) whereas in the case of recycled aggregate the maximum reduction was 30 % (S + C), 40 % (Sand 1) and 50 % (Sand 2). These results show the hydraulic advantage of implementing the use of recycled aggregates for PC production. On the other hand, the results show that a maintenance cycle of 5 years would make possible an increasing of the hydraulic life of PC independently of the type of aggregate used.
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spelling doaj.art-cdbc3c5b850b4b53a48b31d393327e022022-12-21T21:32:00ZengElsevierCase Studies in Construction Materials2214-50952020-12-0113e00354Hydraulic behavior variation of pervious concrete due to cloggingGersson F.B. Sandoval0Isaac Galobardes1Andre Campos De Moura2Berenice M. Toralles3State University of Londrina, Celso Garcia Road, Pr 445 km 380, Londrina, Paraná, Brazil; Corresponding author.School of Architecture, Planning and Design, Mohammed VI Polytechnic University, Lot 660, Hay Moulay Rachid, Ben Guerir, 43150, MoroccoState University of Londrina, Structures Department, Celso Garcia Road, Pr 445 km 380, Londrina, Paraná, BrazilState University of Londrina, Civil Construction Department, Celso Garcia Road, Pr 445 km 380, Londrina, Paraná, BrazilDuring the rainfall, different types of sediments are transported (organic and inorganic) and can end up decreasing the hydraulic efficiency of Pervious Concrete (PC). This phenomenon is known as clogging and occurs naturally in the PC due to its high area exposed to the weather. This study aims to identify and characterize the phenomenon of clogging in PC with natural aggregates and recycled aggregates, subjected to three types of sediment: two types of sand (Sand 1 and Sand 2, respectively) and a mixture of sand and clay (S + C). Besides, this research aims on proposing a maintenance plan to avoid loss of functionality of structures produced with PC. To fulfil these aims, the constant head permeability test will be adapted to evaluate the variation of permeability (k) during the clogging process. The results show that PC with recycled aggregates have the best hydraulic performance when compared with PC with natural aggregates. The results present values of 17.5 % and 19.6 % of porosity, and 6.2 mm/s and 10.0 mm/s of permeability for natural and recycled aggregates, respectively. Regarding clogging phenomenon, natural aggregate PC presents permeability reductions of 50 % (Sand 2), 60 % (S + C) and 70 %, (Sand 1) whereas in the case of recycled aggregate the maximum reduction was 30 % (S + C), 40 % (Sand 1) and 50 % (Sand 2). These results show the hydraulic advantage of implementing the use of recycled aggregates for PC production. On the other hand, the results show that a maintenance cycle of 5 years would make possible an increasing of the hydraulic life of PC independently of the type of aggregate used.http://www.sciencedirect.com/science/article/pii/S2214509520300267Pervious concretePermeabilityPorositySustainabilityCloggingMaintenance
spellingShingle Gersson F.B. Sandoval
Isaac Galobardes
Andre Campos De Moura
Berenice M. Toralles
Hydraulic behavior variation of pervious concrete due to clogging
Case Studies in Construction Materials
Pervious concrete
Permeability
Porosity
Sustainability
Clogging
Maintenance
title Hydraulic behavior variation of pervious concrete due to clogging
title_full Hydraulic behavior variation of pervious concrete due to clogging
title_fullStr Hydraulic behavior variation of pervious concrete due to clogging
title_full_unstemmed Hydraulic behavior variation of pervious concrete due to clogging
title_short Hydraulic behavior variation of pervious concrete due to clogging
title_sort hydraulic behavior variation of pervious concrete due to clogging
topic Pervious concrete
Permeability
Porosity
Sustainability
Clogging
Maintenance
url http://www.sciencedirect.com/science/article/pii/S2214509520300267
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