摘要
基于弹性层状体系理论,应用BISAR3.0程序计算分析了CRC+AC型复合式路面层间最大剪应力,得出了不同行车荷载、结构层厚度、材料模量及层间结合状态下,CRC+AC型复合式路面层间最大剪应力的变化规律。
Based on the elastic layer system theory, the maximum shear stress of CRC＋AC composite pavement is calculated using BISAR 3.0 program. The changing law of interlayer maximum shear stress of CRC＋AC composite pavement at different traffic load, pavement thickness, material modulus and interlayer combining state are got.
出处
《现代交通技术》
2008年第4期4-7,共4页
Modern Transportation Technology
