收录:
摘要:
Aiming to solve the problem of analyzing the potential destructive of semi-rigid base asphalt pavement under different axle loads, an classification method with mechanical response of the pavement surface is proposed. It used elastic layer system theory to analyse the mechanical property of semi-rigid base asphalt pavement under differernt axle loads. Through calculating the resistance to shear of asphalt surface coat, tensile stresses of the semi-rigid base, compressive stresses of every layer, made a comparison to the standard axle load, also supplemented by design stresses of each layer of the pavement, a classification table of highway pavement potential destruction is obtained. After a test of one highway of Anhui province's sample date, this method is superior to others in analyzing the potential destruction of the semi-rigid base asphalt pavement under different axle loads.
关键词:
通讯作者信息:
电子邮件地址: