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- W2368914773 abstract "Early reflective cracks or corresponding cracks on asphalt pavement are related to grading composition of cement stabilized gravel. Modification of mineral aggregate grading can reduce cement dosage and reduce number of drying shrinkage cracks and temperature contraction cracks. The vibration method looks for mineral aggregate grading at the reasonable minimum value of aggregate clearance rate by means of the principle of embedded squeeze of coarse aggregate and the biggest compaction theory to fill aggregate clearance with interlocking between coarse aggregates and fine aggregate packed with cement slurry so as to form cement stabilized gravel with compact framework and anti-crack structure,and controls design of miner aggregate grading composition with 7 d unconfined compressive strength. The finished test specimens with the maximum dry density and the optimal water content determined by vibration method coincide the vibration rolling effect on construction site with smaller drying shrinkage coefficient and temperature contraction coefficient and exhibits better anti-crack performance." @default.
- W2368914773 created "2016-06-24" @default.
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- W2368914773 date "2014-01-01" @default.
- W2368914773 modified "2023-09-23" @default.
- W2368914773 title "Research on Optimal Design of Anti-crack Grading of Cement Stabilized Gravel by Vibration Method" @default.
- W2368914773 hasPublicationYear "2014" @default.
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