摘要
本文分析了夯锤与土的相互作用和夯后土的变化,应用文献[1]关于加固区形状为椭球体的结论,导出了计算任一夯击次数下强夯的加固宽度和深度的计算公式。最后,还给出了几个计算实例。
Interaction between pounder and soil as well as the variation of soil after rammed are analyzed herein. Formula for calculating the width and depth improved by dynamic compaction under any blow number of tamping is derived by using the conclusion mentioned in Reference [1] that the shape of improved area is elliptic.Finally, several practical examples for calculation are also presented.
出处
《工程勘察》
CSCD
北大核心
1990年第3期1-5,共5页
Geotechnical Investigation & Surveying
