%0 Journal Article
%T 半柔性路面灌注式水泥基胶浆强度影响因素研究
Research on Influencing Factors of Strength of Pouring Cement-Based Glue for Semi-Flexible Pavement
%A 牟长江
%A 刘瑞
%A 程凯
%A 孙勇
%A 耿大海
%J Material Sciences
%P 1130-1135
%@ 2160-7621
%D 2021
%I Hans Publishing
%R 10.12677/MS.2021.1111131
%X 灌注式半柔性路面结构是在柔性的大空隙基体沥青混合料(连通空隙率在20%~30%之间)中灌注刚性较强的水泥基胶凝材料,凝结硬化之后形成刚柔并济的复合路面,水泥胶浆强度决定半柔性路面结构的承载能力。课题组通过正交试验对比研究水胶比、砂率、粉煤灰掺量、矿渣粉掺量、减水剂掺量对水泥胶浆3 d、7 d、28 d强度影响,结果表明:水胶比与粉煤灰掺量对胶浆强度变化影响较大,砂率、矿渣粉掺量与减水剂掺量对胶浆强度变化影响较小;随着水胶比与粉煤灰掺量的增加,胶浆强度有较明显的降低;随着矿渣粉与减水剂掺量的增加,胶浆强度有所降低但降幅没有显著性变化;随着砂率掺量的增加,胶浆强度有所提高但提高幅度没有显著性变化。
Pouring semi-flexible pavement structure is to pour a rigid cement-based cementitious material into a flexible large-void matrix asphalt mixture (connected porosity is between 20% and 30%), and form a rigid and flexible combination after setting and hardening. For composite pavement, the strength of cement mortar determines the bearing capacity of semi-flexible pavement structure. The research group conducted a comparative study on the effects of water-binder ratio, sand ratio, fly ash content, slag powder content, and water-reducing agent content on the strength of cement mortar at 3 d, 7 d, and 28 d through orthogonal experiments. The results showed that: the amount of fly ash has a greater impact on the strength of the mortar, and the sand ratio, the amount of slag powder and the amount of water-reducing agent have a smaller effect on the strength of the mortar; as the water-binder ratio and the amount of fly ash increase, the strength of the mortar has been significantly reduced; with the increase in the amount of slag powder and water reducing agent, the strength of the mortar is reduced, but there is no significant change in the decrease; with the increase in the amount of sand, the strength of the mortar has increased, however, there was no significant change in the increase.
%K 灌注式水泥基胶浆,灌注式半柔性路面,刚柔复合路面,强度影响因素
Pouring Cement-Based Glue
%K Pouring Semi-Flexible Pavement
%K Rigid-Flexible Composite Pavement
%K Strength Influencing Factors
%U http://www.hanspub.org/journal/PaperInformation.aspx?PaperID=46340