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contributor authorB. B. Das
contributor authorD. N. Singh
contributor authorS. P. Pandey
date accessioned2017-05-08T21:55:45Z
date available2017-05-08T21:55:45Z
date copyrightMay 2012
date issued2012
identifier other%28asce%29mt%2E1943-5533%2E0000448.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/66783
description abstractThis paper presents the measurement of rapid chloride ion permeability (charge passed) values through carbonated and non carbonated ordinary portland cement (OPC)– and portland pozzolana cement (PPC)-based concretes. When concrete is carbonated, the pores in it are filled by the carbonation products, resulting in lower porosity and permeability and substantially increased compressive strength and giving an impression that concrete is impervious. Hence, an assessment of the influence of carbonation on rapid chloride ion permeability becomes essential. Experimental investigation on carbonation was carried out on three different grades of concretes [water-to-cement (
publisherAmerican Society of Civil Engineers
titleRapid Chloride Ion Permeability of OPC- and PPC-Based Carbonated Concrete
typeJournal Paper
journal volume24
journal issue5
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0000415
treeJournal of Materials in Civil Engineering:;2012:;Volume ( 024 ):;issue: 005
contenttypeFulltext


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