机译:路面结构用橡胶水泥稳定碎石的抗弯特性
School of Civil Engineering, Faculty of Engineering, University of Nottingham, University Park, Nottingham NG7 2RD, UK, Civil Engineering Department, College of Engineering, Al-Anbar University, Iraq;
School of Civil Engineering, Faculty of Engineering, University of Nottingham, University Park, Nottingham NG7 2RD, UK;
School of Civil Engineering, Faculty of Engineering, University of Nottingham, University Park, Nottingham NG7 2RD, UK;
School of Civil Engineering, Faculty of Engineering, University of Nottingham, University Park, Nottingham NG7 2RD, UK;
School of Civil Engineering, Faculty of Engineering, University of Nottingham, University Park, Nottingham NG7 2RD, UK;
Cement stabilized aggregate; Rubberized cement stabilized mixture; Flexural behaviour; Fractured surface characterization; Ultrasonic testing;
机译:水泥处理的再生沥青路面和碎石料混合物的弯曲疲劳评估
机译:橡胶水泥稳定骨料混合物的压缩行为
机译:胶结水平对橡胶稳定水泥骨料混合物性能的影响
机译:干湿循环对水泥稳定的再生路面基础集料耐久性的影响
机译:CA 6和CA 2碎石灰石骨料的细度含量和强度特性之间的相互作用。
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:路面结构用橡胶水泥稳定碎石的抗弯特性
机译:ppRC11 spE 4.41.2:用于资源回收和再生(CalRecycle)部门的间隙级橡胶混合物(热拌沥青和温拌沥青)的实验室和加速路面测试(apT)。副标题:暖拌沥青研究:橡胶热拌和混合沥青的排放评估。