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http://dx.doi.org/10.4334/JKCI.2011.23.3.311

Evaluation for Properties of Domestic Pond Ash Aggregate and Durability Performance in Pond Ash Concrete  

Lee, Bong-Chun (Korea Conformity Laboratories)
Jung, Sang-Hwa (Korea Conformity Laboratories)
Kim, Joo-Hyung (Korea Conformity Laboratories)
Kwon, Seung-Jun (Korea Conformity Laboratories)
Publication Information
Journal of the Korea Concrete Institute / v.23, no.3, 2011 , pp. 311-320 More about this Journal
Abstract
Fly ash (FA), byproduct from power plant has been actively used as mineral admixture for concrete. However, since bottom ash (BA) is usually used for land reclaim or subbase material, more active reuse plan is needed. Pond ash (PA) obtained from reclaimed land is mixed with both FA and BA. In this study, 6 PA from different domestic power plant are prepared and 5 different replacement ratios (10%, 20%, 30%, 50%, and 70%) for fine aggregate substitutes are considered to evaluate engineering properties of PA as fine aggregate and durability performance of PA concrete. Tests for fine aggregate of PA for fineness modulus, density and absorption, soundness, chloride and toxicity content, and alkali aggregate reaction are performed. For PA concrete, durability tests for compressive strength, drying shrinkage, chloride penetration/diffusion, accelerated carbonation, and freezing/thawing are performed. Also, basic tests for fresh concrete like slump and air content are performed. Although PA has lower density and higher absorption, its potential as a replacement material for fine aggregate is promising. PA concrete shows a reasonable durability performance with higher strength with higher replacement ratio. Finally, best PA among 6 samples is selected through quantitative classification, and limitation of PA concrete application is understood based on the test results. Various tests for engineering properties of PA and PA concrete are discussed in this paper to evaluate its application to concrete structure.
Keywords
pond ash; bottom ash; fly ash; engineering properties; durability performance;
Citations & Related Records
Times Cited By KSCI : 9  (Citation Analysis)
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