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高液限土路基工程特性控制参数试验研究
引用本文:崔景亮.高液限土路基工程特性控制参数试验研究[J].中南公路工程,2014(2):119-122,131.
作者姓名:崔景亮
作者单位:中铁隧道集团有限公司工程试验中心,河南 洛阳471009
摘    要:根据重庆沿江高速公路工程中遇到的高液限土实际情况,选取3组试验土样详细分析了高液限土的物理性质,然后针对公路工程质量控制指标 CBR展开试验研究,分析了高液限土 CBR与含水量、饱和度、击实功之间的关系,通过室内实验,综合各方面因素以求获得较大的强度 CBR进行路基填筑,并首次提出“黄金含水率-合理击实功体系”的概念。将含水率控制在22.5%~27%范围内,在3×55~3×70击实功下可获得较大的强度CBR值。

关 键 词:高液限土  物理性能  力学性能  控制参数

Experimental Study on the Controlling Parameters of Engineering Properties of High Liquid Limit Soil Subgrade
CUI Jingliang.Experimental Study on the Controlling Parameters of Engineering Properties of High Liquid Limit Soil Subgrade[J].Central South Highway Engineering,2014(2):119-122,131.
Authors:CUI Jingliang
Institution:CUI Jingliang (Engineering Test and Trial Center of China Railway Tunnel Group, Luoyang, Henan 471009, China)
Abstract:This paper selected three groups of high liquid limit soil test soil samples analyzed the physical properties of high liquid limit soil.The project is the highway engineering from Yushe to Heshun in Shanxi province.Then,we launched a pilot research for highway engineering quality control indicator-CBR.We analyzed the relationship between the high liquid limit soil CBR and moisture content,satura-tion,compaction power.We first firstly proposed out the concept of“Golden moisture content-reasonable compaction work system”.If the moisture content is controlled within the range of 22.5% to 27% and obtain in 3 ×55 ~3 ×70 compaction function,we could obtain a larger intensity CBR value.
Keywords:CBR  high liquid limit soil  physical properties  chemical properties  CBR  control indica-tors
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