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- W2370812716 abstract "Based on the design parameters of California bearing ratio(CBR) and void of concrete aggregate(VCA),the experimental investigation of coarse aggregate is carried out.According to dense filling principle,in this paper the method of determining fine aggregate grading is given,the idea of determining the mixing ratio by volumetric method is presented,and the performance evaluation of mineral aggregate by using skeleton contact is conducted.This method has been applied to the Tangshan section of Chengde—Tangshan highway project and better results have been obtained." @default.
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- W2370812716 date "2009-01-01" @default.
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- W2370812716 title "Optimized Grading Design of Asphalt Mixture" @default.
- W2370812716 hasPublicationYear "2009" @default.
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