DocumentCode
619294
Title
High permeable concrete incorporating pozzolanic materials- An experimental investigation
Author
Mohammed, B.S. ; Nuruddin, Muhd Fadhil ; Dayalan, Yogeswary A. P.
Author_Institution
Dept. of Civil Eng., Univ. Teknol. Petronas, Bandar Sri Iskandar, Malaysia
fYear
2013
fDate
7-9 April 2013
Firstpage
657
Lastpage
661
Abstract
High permeable concrete (HPC), due to its high void ratio and permeability, is considered as an option to substitute the conventional impervious pavements for managing stormwater runoff in a cost-effective and friendly environmental way. HPC is made of single graded sized of coarse aggregate bound together with ordinary cement without or with little fine aggregate. Due to its low compressive strength, HPC is only used as pavement material. For the purpose of developing a new type of HPC with enhanced structural strength without compromising its permeability, five pozzolanic materials (fly ash, silica fume, papermill ash, palm oil ash and rice husk ash) were used as partial replacement to ordinary cement. Their effects on the compressive strength, void ratio and permeability of HPC were investigated. It was found that 5% of cement replacement with pozzolan will lead to enhance the compressive strength and permeability of HPC.
Keywords
aggregates (materials); cements (building materials); compressive strength; concrete; fly ash; HPC; coarse aggregate; compressive strength; fly ash; high permeable concrete; ordinary cement; palm oil ash; papermill ash; pavement material; pozzolanic material; rice husk ash; silica fume; stormwater runoff; structural strength; void ratio; Aggregates; Ash; Concrete; Permeability; Silicon compounds; Standards;
fLanguage
English
Publisher
ieee
Conference_Titel
Business Engineering and Industrial Applications Colloquium (BEIAC), 2013 IEEE
Conference_Location
Langkawi
Print_ISBN
978-1-4673-5967-2
Type
conf
DOI
10.1109/BEIAC.2013.6560212
Filename
6560212
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