摘要
简要介绍了石灰改良土机理,并对其进行界限含水率、击实、无侧限抗压强度和加州承载比(CBR)试验,通过分析试验数据得出规律性结论。
The text introduces the mechanism of the lime-stabilized soil and the experiment on the soil＇s boundary moisture content, compaction, unconfined compressive strength and CBR. The regular cone lusion wiU be reached through the analysis ofexp eriment data.
出处
《工程建设与设计》
2012年第6期135-138,共4页
Construction & Design for Engineering
关键词
石灰改良土
试验
结论
lime-stabilized soil
experiment
conclusion
