摘要
采用灌砂测试法和钻芯测试法,对某工程的水泥稳定土基层的现场密度进行了测定。对两种方法测得的结果进行了对比分析,阐述了产生差异的原因,并给出了建议。
The in-situ density of cement stabilized soil basement was tested in sand replacement method and drilled core method.The results measured by the two methods were compared and analyzed.The reasons for the differences are elaborated and suggestions are given.
作者
周文渊
王冠通
Zhou Wenyuan;Wang Guantong(Anhui and Huaihe River Water Resources Research Institute,Bengbu 233000,China;China Nuclear Power Engineering Co.,Ltd.,Beijing 100840,China)
出处
《山西建筑》
2020年第14期72-73,共2页
Shanxi Architecture
关键词
水泥稳定土
路面基层
灌砂法
钻芯法
cement stabilized soil
pavement base
sand replacement method
drilled core method
