Study of Fly Ash Cement Concrete Pavement

2017 ◽  
Vol 4 (2) ◽  
pp. 1-6
Author(s):  
Anjali Yadav ◽  
◽  
Nikhil Kumar Yadav
2012 ◽  
Vol 174-177 ◽  
pp. 403-408
Author(s):  
Hong Guo Zhang ◽  
Xiu Shan Wang ◽  
Pei Wen Hao

Using ordinary material, calculating through the external addition method and then adjusting through experimental tests, the mixing proportion of cement mortar is determined. The testing results show that: when the water cement ratio is 0.50, the fly ash content is too large and the strength of cement mortar will sharply decrease with the increase of its content. Therefore, the fly ash content in engineering cannot exceed 30% of the gelled material.


2014 ◽  
Vol 952 ◽  
pp. 47-50
Author(s):  
Wen Yong Yu ◽  
Ling Sun ◽  
Chen Long Wu ◽  
Chun Hong Shao

With the study of frost resistance of plain concrete and mixed concrete with fly-ash substituted and mixed concrete with fly-ash substituted and nanoSiO2 as admixture, the outcomes of the test go that the frost resistance of concrete with nanoSiO2 will be increased considerably.


2014 ◽  
Vol 584-586 ◽  
pp. 1577-1580
Author(s):  
Ling Sun ◽  
Guang Yuan Qi ◽  
Xiao Qin Zhang ◽  
Xiao Song Zhan

With the study of permeability of plain concrete and concrete mixing with fly-ash and concrete mixing with fly-ash and nanoSiO2 as admixture for resistance to chloride ion, the outcome of the test goes that the permeability of concrete with nanoSiO2 for resistance to chloride ion will be increased considerably.


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.


2012 ◽  
Vol 446-449 ◽  
pp. 949-953
Author(s):  
Ya Ni Lu ◽  
Tao Li Xiao

Special load has produced serious damage to the concrete pavement because of the great gross weight and heavy axle load, but the present specification has not mentioned this kind of load. On this occasion, Several conditions of critical load are identified through ANSYS finite element model analysis and the formula through statistical regression analysis to the bottom maximum tension stress is drawn up. Which can not only guide the concrete pavement design under the special load but also the result may be referred by the other kinds of engineering.


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