EFFECT EVALUATION OF FREEZE-THAW ON RESILIENT MODULUS OF UNSATURATED GRANULAR BASE COURSE MATERIAL
نویسندگان
چکیده
منابع مشابه
Effects of Aggregate Gradation on Resilient Modulus and CBR in Unbound Granular Materials
Resilient modulus and California Bearing Ratio (CBR) in unbound granular materials are the key technical characteristics of layers in a flexible pavement design. Among the factors affecting these two parameters, the aggregate gradation is the most important. Using particle size distribution curve developed by AASHTO, together with other considerations mentioned in the related regulations have y...
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ژورنال
عنوان ژورنال: Journal of Japan Society of Civil Engineers, Ser. E1 (Pavement Engineering)
سال: 2013
ISSN: 2185-6559,2185-6559
DOI: 10.2208/jscejpe.69.i_207