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- W657796543 abstract "On the basis of the principle for the maximum density of synthetic aggregate, the coarse aggregate grading design and the ratio of coarse aggregates to cement-fly ash mortar were researched in the way of the gradual filling theory. The ratio of cement-fly ash to fine aggregates and the ratio of cement to fly ash were performed on account of the compression strength and the economic character of cement-fly ash and cement-fly ash mortar. The mixture design method of dense framework type cement-ash stabilized aggregate was presented. Compared with the commonly-used cement stabilized aggregate, the cement-ash stabilized aggregate of dense framework type possesses better road performance, such as strength and anti-cracking. This indicates the composition design method of cement-ash stabilized aggregate of dense framework structure is practicable. 10 tabs, 3 figs, 7 refs." @default.
- W657796543 created "2016-06-24" @default.
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- W657796543 date "2008-09-01" @default.
- W657796543 modified "2023-09-23" @default.
- W657796543 title "Road performance and composition design of cement-ash stabilized aggregate of dense framework structure" @default.
- W657796543 hasPublicationYear "2008" @default.
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