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contributor authorJoseph J. Assaad
contributor authorYehia Daou
contributor authorJacques Harb
date accessioned2017-05-08T21:55:26Z
date available2017-05-08T21:55:26Z
date copyrightJuly 2011
date issued2011
identifier other%28asce%29mt%2E1943-5533%2E0000286.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/66609
description abstractThe development and optimization of underwater concrete (UWC) characteristics (i.e., washout loss, threshold water head prior to concrete deterioration, and residual compressive strength) require considerable time, effort, and energy for testing. This paper seeks to propose a new testing method developed on the basis of the concrete-equivalent-mortar (CEM) approach to optimize and simplify evaluating the effect of mixture composition on washout characteristics of UWC cast under different conditions. Washout of CEM was determined using an adapted version of the commonly used CRD C61 test method as well as by simulation using an air-pressurized tube measuring 300 mm in height. Test results showed that CEM mixtures proportioned without coarse aggregates can adequately be used to predict washout characteristics of UWC. Statistical regression models were developed to enable direct estimation of washout loss and threshold water head of CEM and UWC mixtures.
publisherAmerican Society of Civil Engineers
titleUse of CEM Approach to Develop and Optimize High-Performance Underwater Concrete
typeJournal Paper
journal volume23
journal issue7
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0000254
treeJournal of Materials in Civil Engineering:;2011:;Volume ( 023 ):;issue: 007
contenttypeFulltext


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