水泥稳定建筑垃圾基层合理厚度研究  

Research on Reasonable Thickness of Cement Stabilized Construction Waste Base

作　　者：方涛 李晓静[1] Fang Tao;Li Xiaojing(College of Civil Engineering and Architecture,Southwest University of Science and Technology,Mianyang,Sichuan 621000,China)

机构地区：[1]西南科技大学土木工程与建筑学院,四川绵阳621010

出　　处：《绿色科技》2018年第16期194-196,共3页Journal of Green Science and Technology

摘　　要：为了研究水泥稳定建筑垃圾基层在西南地区轻交通公路的路面结构中的厚度,通过试验研究与调研资料对相关设计参数进行了合理选取,依据规范计算了4种工况下的水泥稳定建筑垃圾基层的厚度。研究结果表明:在西南地区轻交通量公路的路面结构基层中,水泥稳定建筑垃圾基层推荐合理厚度范围是220~350mm。In order to study the thickness of cement stabilized building rubble in the pavement structure of light traffic highways in Southwest China, the relevant design parameters were selected reasonably through the experimental research and research data. The thickness of cement stabilized construction waste base under four working conditions was calculated according to the specifications. The results show that the reasonable thickness of cement stabilized construction waste base is 220--350mm in the pavement structure base of light traffic highway in Southwest China.

关 键 词：建筑垃圾 轻交通公路 路面结构 基层厚度 

分 类 号：U416[交通运输工程—道路与铁道工程]