Long-term Monitoring of Expansion of Cement Concrete Pavement Affected by Alkali-Aggregate Reaction

2015 ◽  
Vol 17 (2) ◽  
pp. 13-20
Author(s):  
Seung-Ho Hong ◽  
◽  
Young-Hwan Shim
2013 ◽  
Vol 857 ◽  
pp. 183-189
Author(s):  
Feng Ma ◽  
De Jun Wang ◽  
Bao Jin ◽  
Fu Ming Liu ◽  
Yang Liu

With the development of sensor, signal acquiring and processing technologies, amounts of overlay design methods for old cement concrete pavement have been proposed. However, there are difficulties in applying these methods to the real pavement under the long-term operational environments. In this study, the research achievements for resisting the generation and extension of reflection cracks of the old cement concrete pavement, developed over the last couple of decades and their applications, were summarized firstly, and then the primary challenge in applying these methods was discussed.


2014 ◽  
Vol 505-506 ◽  
pp. 270-273 ◽  
Author(s):  
Ji Feng Liang ◽  
Chao Zhang ◽  
Xin Yu Fang Wang

Airport concrete pavement in high latitude northwest area attacked by sulfate of different extent, which influence early strength and ultimate strength of cement concrete. In this paper, the double doped silica fume and fly ash concrete have been made long-term immersion test research. From the mass loss rate, compressive strength and flexural strength, effect on the corrosion resistance are studied with fly ash, silicon ash adding in a composite Portland cement. Methods to improve the performance of sulfate attack resistance are obtained by experiment.


Author(s):  
Barbara S. Minsker ◽  
Charles Davis ◽  
David Dougherty ◽  
Gus Williams

Kerntechnik ◽  
2018 ◽  
Vol 83 (6) ◽  
pp. 513-522 ◽  
Author(s):  
U. Hampel ◽  
A. Kratzsch ◽  
R. Rachamin ◽  
M. Wagner ◽  
S. Schmidt ◽  
...  

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