Use of CEM Approach to Develop and Optimize High-Performance Underwater Concrete

被引:11
|
作者
Assaad, Joseph J. [1 ]
Daou, Yehia [2 ]
Harb, Jacques [3 ]
机构
[1] Lebanese Amer Univ, Byblos, Lebanon
[2] Beirut Arab Univ, Dept Civil Engn, Beirut 115020, Lebanon
[3] Notre Dame Univ, Dept Civil Engn, Zouk Mosbeh, Lebanon
关键词
Hydrostatic pressure; Underwater concrete; Concrete-equivalent mortar; Washout loss; Threshold water head; Residual compressive strength; SELF-CONSOLIDATING CONCRETE; EQUIVALENT-MORTAR; ADMIXTURE; WASHOUT; DESIGN;
D O I
10.1061/(ASCE)MT.1943-5533.0000254
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The 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. DOI: 10.1061/(ASCE)MT.1943-5533.0000254. (C) 2011 American Society of Civil Engineers.
引用
收藏
页码:1094 / 1102
页数:9
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