不同轴载和模量下沥青路面面层的力学响应研究  

Research on Mechanical Response of Asphalt Pavement Surface Layer under Different Axle Load and Modulus

作　　者：鲍磊 于玲 王文彪 曹悦 BAO Lei;YU Ling;WANG Wen-biao;CAO Yue(School of Traffic Engineering, Shenyang Jianzhu University, Shenyang 110168, China;Northwest Engineering Co.,Ltd. of China Railway Construction Bridge Engineering Bureau Group Co.,Ltd.,Yinchuan 750000,China;Liaoning Highway Surveying and Designing Company,Shenyang 110166,China)

机构地区：[1]沈阳建筑大学交通工程学院,沈阳市110168 [2]中国铁建大桥工程局集团西北工程有限公司,银川市750000 [3]辽宁省公路勘测设计公司,沈阳市110166

出　　处：《北方交通》2018年第12期55-57,61,共4页Northern Communications

摘　　要：以宁夏地区常用的沥青路面结构为研究对象,以Bisar3. 0软件为研究方法,在不同轴载、不同结构层模量条件下进行沥青路面力学响应分析,从而得出不同的力学响应效果。Taking the common asphalt pavement structure in Ningxia area as the research object,taking Bisar3.0software as the research method,the mechanical response of asphalt pavement under the condition of modulus of different axle load and structural layers is analyzed,so as to obtain the different effects of mechanical response.

关 键 词：沥青路面 面层 轴载 模量 力学响应 

分 类 号：U416.01[交通运输工程—道路与铁道工程]