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contributor authorW. P. S. Dias
contributor authorA. D. C. Jayanandana
date accessioned2017-05-08T21:15:01Z
date available2017-05-08T21:15:01Z
date copyrightNovember 2003
date issued2003
identifier other%28asce%290887-3828%282003%2917%3A4%28188%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/44315
description abstractThis paper describes the condition assessment of a 30 year old cement works, where some of the structures were clearly deteriorated. It was carried out for the purpose of obtaining material properties needed for evaluating strength and integrity, and for establishing durability. This was done by sampling the structures using the nondestructive techniques of visual inspection, perusal of drawings, ultrasonic pulse velocity measurements, covermeter surveys, and core testing. Core testing gave information not only about strength but also about sorptivity, carbonation, chlorides, and sulfates, and about the variation of some of these properties with depth from the concrete surface. Some new approaches were used to estimate the grade of concrete and the partial safety factor for reinforcement. The use of “twin cores” (surface and internal) indicated that the surface quality of the concrete was actually better than the internal quality. Recommendations for repair and maintenance dealt with (1) accumulated cement dust; (2) concrete deterioration; (3) areas experiencing elevated temperatures; and (4) waterproofing of the concrete surface.
publisherAmerican Society of Civil Engineers
titleCondition Assessment of a Deteriorated Cement Works
typeJournal Paper
journal volume17
journal issue4
journal titleJournal of Performance of Constructed Facilities
identifier doi10.1061/(ASCE)0887-3828(2003)17:4(188)
treeJournal of Performance of Constructed Facilities:;2003:;Volume ( 017 ):;issue: 004
contenttypeFulltext


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