contributor author | Wang Ji-liang | |
contributor author | Shen Li-tao | |
contributor author | Niu Kai-min | |
date accessioned | 2017-05-08T22:08:36Z | |
date available | 2017-05-08T22:08:36Z | |
date copyright | June 2014 | |
date issued | 2014 | |
identifier other | 32756199.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/72211 | |
description abstract | The single-side salt-freeze test was used to optimize the concrete mix design for improving the resistance of concrete to salt scaling. The results show that the resistance of concrete to salt scaling improves with decreasing water-cement ratio and increasing air content. Addition of silica fume also improves the resistance of concrete to salt scaling relative to fly ash, ground granulated blast-furnace slag, and other silica fume. To enhance the resistance to salt scaling of concrete pavements, the water- cement ratio should be less than 0.4, the air content higher than 3.8%, and the cementitious materials-aggregate ratio is | |
publisher | American Society of Civil Engineers | |
title | Study on the Salt Scaling Resistance of Pavement Cement Concrete | |
type | Journal Paper | |
journal volume | 8 | |
journal issue | 2 | |
journal title | Journal of Highway and Transportation Research and Development (English Edition) | |
identifier doi | 10.1061/JHTRCQ.0000373 | |
tree | Journal of Highway and Transportation Research and Development (English Edition):;2014:;Volume ( 008 ):;issue: 002 | |
contenttype | Fulltext | |