Please use this identifier to cite or link to this item: https://ir.swu.ac.th/jspui/handle/123456789/13183
Title: Water penetration resistance of Fly Ash concrete incorporating with quarry wastes
Authors: Sinthaworn S.
Keywords: Aggregates
Compressive strength
Concrete aggregates
Durability
Fly ash
Hardness
High performance concrete
Portland cement
Quarries
Cementitious materials
Fly ash concretes
High strength concretes
Normal concretes
Normal strength concretes
Ordinary Portland cement
Water penetration
Water penetration depths
Concrete mixtures
Issue Date: 2017
Abstract: Slump of fresh concrete, compressive strength and water penetration depth under pressure of fly ash concrete incorporate with quarry waste as fine aggregate were investigated. The cementitious materials of the concrete includes ordinary Portland cement 80% and fly ash 20% by weight of cementitious. The mix proportions of the concrete were set into two classes of compressive strength. The results show that fly ash enhances workability of both concretes (normal concrete and concrete incorporate with quarry waste). Increasing the percentage of quarry dusts as fine aggregate in concrete seem negligible effect on the compressive strength whereas adding fly ash shows a slightly improve the compressive strength in the case of cohesive concrete mixture. Besides, adding the suitable amount of fly ash could improve the permeability of concrete. Therefore, fly ash could be a good admixture to improve the water resistant of normal strength concrete and also could be a supplemental material to improve the compressive strength of normal high strength concrete. © 2017 Trans Tech Publications, Switzerland.
URI: https://ir.swu.ac.th/jspui/handle/123456789/13183
https://www.scopus.com/inward/record.uri?eid=2-s2.0-85014970786&doi=10.4028%2fwww.scientific.net%2fMSF.886.159&partnerID=40&md5=5ade03f7445acc7e97185ff03f5cfcfe
ISSN: 2555476
Appears in Collections:Scopus 1983-2021

Files in This Item:
There are no files associated with this item.


Items in SWU repository are protected by copyright, with all rights reserved, unless otherwise indicated.