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contributor authorSudhir Singh Bhadauria
contributor authorDr. Mahesh Chandra Gupta
date accessioned2017-05-08T21:15:20Z
date available2017-05-08T21:15:20Z
date copyrightJune 2007
date issued2007
identifier other%28asce%290887-3828%282007%2921%3A3%28234%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/44501
description abstractReports of failure of existing concrete structures due to a lack of durability, rather than a deficiency in structural strength, has made concrete technologists, engineers, and researchers focus research on the parameters influencing durability performance with respect to time. Systematic performance monitoring, with respect to chosen durability parameters of existing concrete structures, will decide the direction of future research in this area. Inferences based on laboratory simulations and testing need to be confirmed by in situ field measurements and studies. In situ condition rating and performance monitoring surveys have been conducted by many researchers, scientists, and professional associations, and reported in literature. Inferences of few such studies are summarized and discussed. Deterioration of concrete structures constructed in recent times is observed at relatively faster rates, and has been mainly attributed to cracking. Cracking is associated with the use of faster-hydrating portland cements with increased fineness and the tricalcium silicate
publisherAmerican Society of Civil Engineers
titleIn Situ Performance Testing of Deteriorating Water Tanks for Durability Assessment
typeJournal Paper
journal volume21
journal issue3
journal titleJournal of Performance of Constructed Facilities
identifier doi10.1061/(ASCE)0887-3828(2007)21:3(234)
treeJournal of Performance of Constructed Facilities:;2007:;Volume ( 021 ):;issue: 003
contenttypeFulltext


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