โ Scribed by M. Ben-Yair
No coin nor oath required. For personal study only.
๐ SIMILAR VOLUMES
This paper outlines the findings of a study on the influence of cement content (275-425 kg/m) and water/cement ratio (0)45 to 0)75) on the durability of concrete exposed to silage effluent. The test facility exposed concrete specimens to a controlled flow of effluent such that the volume of effluent
Specimens of 0,25 water-cement ratio concrete with various air void spacing factors were tested for freezethaw durability in accordance with ASTM Standard C 666 (procedure A) and for deicer salt scaling resistance in accordance with ASTM Standard C 672. All specimens were moist cured 14 days. Few sp
This investigation examined variables influencing the 28-day compressive strength and 50-cycle salt scaling loss of concretes made with eighteen Type 10 cements. Statistical analysis was performed on test data consisting of chemical and physical properties of cements; properties of fresh concretes;
The disruptive conditions of concrete exposed to cold sea water in the tidal zone are examined. They are the result of the combination of physical and chemical processes, one enhancing the other. Wetting and drying, freezing and thawing as thermal shocks generate microcracks and allow further satura