核子密度仪与灌砂法检测砂性土相对密度的相关性分析  

Correlation Analysis between Nuclear Density Meter and Sand Filling Method for Detecting the Relative Density of Sandy Soil

作　　者：石哲瑜 Shi Zheyu(The Third Engineering Co.,Ltd.of China Railway 12th Bureau Group,Taiyuan,Shanxi 030000)

机构地区：[1]中铁十二局集团第三工程有限公司,山西太原030000

出　　处：《现代工程科技》2024年第8期57-60,共4页Modern Engineering Technology

摘　　要：旨在探讨核子密度仪和灌砂法两种方法检测砂性土相对密度的相关性。通过对砂性土进行核子密度仪和灌砂法测试,收集数据并进行分析,以确定两种方法之间的相关性及其优缺点。研究结果可为工程领域中土壤密度测量提供参考依据和指导。Intended to explore the correlation between nuclear density meter and sand filling method in detecting the relative density of sandy soil.By conducting nuclear density meter and sand filling method tests on sandy soil,data is collected and analyzed to determine the correlation and advantages and disadvantages between the two methods.The research results can provide reference and guidance for soil density measurement in the field of engineering.

关 键 词：核子密度仪 灌砂法 砂性土 相对密度 

分 类 号：TU435[建筑科学—岩土工程]