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机译:再生塑料与聚乙烯塑料颗粒在未粘结路面中的刚度性能
Dept. of Civil and Construction Engineering, Swinburne Univ. of Technology, Hawthorn, VIC 3122, Australia;
Dept. of Civil and Construction Engineering, Swinburne Univ. of Technology, P.O. Box 218, Hawthorn, VIC 3122, Australia;
Dept. of Mechanical and Product Design Engineering, Swinburne Univ. of Technology, Hawthorn, VIC 3122, Australia;
School of Civil Engineering, and Director, Center of Excellence in Innovation for Sustainable Infrastructure Development, Suranaree Univ. of Technology, Nakhon Ratchasima 30000, Thailand, Adjunct Professor, Swinburne Univ. of Technology, Hawthorn, VIC 3122, Australia;
Stiffness; Resilient modulus; Recycled materials; Polyethylene plastic; Pavement subbase; Pavement base;
机译:循环混凝土骨料与未结合路面应用中聚乙烯塑料颗粒的刚度特性
机译:未粘结路面施工中再生黏土砖石与再生混凝土骨料掺合料的岩土特性
机译:再生混凝土骨料的性能
机译:在机场和高速公路路面中将再生的混凝土用作未粘结的骨料,以增强可持续性
机译:再生砖砌体骨料混凝土:将拆除的砖砌体建筑中的再生骨料用于结构和路面级硅酸盐水泥混凝土。
机译:再生混凝土骨料作为未粘结路面材料的性能特征
机译:再生混凝土骨料作为未结合路面材料的性能特征
机译:回收公路应用中的材料和副产品:第6卷:再生沥青路面,再生混凝土骨料和建筑拆除废物。公路实践综合。