摘要
本文借助于物理学上碰撞理论，夯能沿深度分配公式，阐述了增加击次，增大夯锤重量对增大夯实深度的作用和机理。论述了砂性上比粘性土容易达到较大加固深度的原因。
The mechanism of increased competion depth due to tamper weights and blow counts isexplained from impaction theory and the formula of tamping energy distribution in depth. The reasonwhy the sandy soil is easier of competion than the clayey soil is discussed.
出处
《土工基础》
1996年第3期24-28,共5页
Soil Engineering and Foundation
关键词
强夯
加固深度
碰撞理论
能量分配
dynamic compaction,compaction depth,impaction theory.
