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Uniform Experimental Design of Coarse Aggregate Asphalt Pavement
Coarse aggregate of asphalt mixture is crucial to the road performance. In this paper, by using the method of uniform design research, particle size of the aggregate were studied influence to CBR value with nominal maximum particle size 13.2mm aggregate. Further to determine the critical particle size grade by gray relational degree theory.
Uniform Experimental Design of Coarse Aggregate Asphalt Pavement
Coarse aggregate of asphalt mixture is crucial to the road performance. In this paper, by using the method of uniform design research, particle size of the aggregate were studied influence to CBR value with nominal maximum particle size 13.2mm aggregate. Further to determine the critical particle size grade by gray relational degree theory.
Uniform Experimental Design of Coarse Aggregate Asphalt Pavement
Advanced Materials Research ; 753-755 ; 678-681
2013-08-30
4 pages
Article (Journal)
Electronic Resource
English
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