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Concrete compressive strength variations using salty, brackish, and fresh waters of binahaan river in concrete mix

Author: 
Wenceslao C. Perante, PhD
Subject Area: 
Physical Sciences and Engineering
Abstract: 

This study investigated the potential use of Leyte, Philippines, Binahaan riverine waters in concrete mix. Stratified water sample stations (n=3) were characterized as follows: station 1 was salty or seawater, station 2 was brackish, and station 3, was presumably fresh water. Water cement ratio used 0% (control-potable water), 25%, 50%, 75%, and 100% of seawater, brackish, and fresh riverine waters respectively. Hardened concrete cylinder samples were tested for compressive strength after a curing period of 7, 14, and 28 days. Analysis of Variance (ANOVA) was used to compare the results between and among stations, source water percentage, and curing periods. Results of the statistical analysis indicated that, although the three (3) stations yielded results equal or better than control, still, probably water source significantly affects the compressive strength of the concrete cylinders with brackish water yielding the best compressive strength values. Among water parameters, salinity, chlorides, and alkalinity showed variations among the sampling stations, and perhaps affect the compressive strength of the concrete cylinders.

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