Experimental research of dynamic compaction of loess

被引：0
|
作者：
Fei, Xiang-Ze [1 ]
Wang, Zhao [1 ]
Zhou, Zheng-Bing [1 ]
机构：
[1] Sch. of Civil and Arch. Eng., Wuhan Univ., Wuhan 430072, China
来源：
Rock and Soil Mechanics | 2002年 / 23卷 / 04期
关键词：
Compaction - Dynamics - Highway engineering - Models - Testing;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
A series of experiments of dynamic compaction of loess were carried out with different parameters by displacement tracing method with microscope. Based on the results of model testing, the relationship between the satisfactory improvement depth and the main factors was analyzed, and a formula of satisfactory improvement depth including more factors was obtained. The mechanism of dynamic compaction was described. The experimental results can be used for highway engineering.
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收藏
页码：437 / 441
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