摘要
冲击荷载加固地基 ,场地地基下沉量的计算可用于估计其它地基加固效果指标。本文采用三种方法对地基下沉量进行计算 ,工程实例表明极限孔隙比法预测结果最好。
The calculation of settlement quantity of the fondation consolidated by impact load may be used to forecast some indexes of the improvement effect of the foundation.In this paper,the authors present three methods to work out the settlement quantity of the foundation.An example shows that the best method is ultimate void ratio method,resulting in good effect.
出处
《山东科技大学学报（自然科学版）》
CAS
2003年第1期113-116,共4页
Journal of Shandong University of Science and Technology(Natural Science)
关键词
冲击荷载
强夯
地基下沉量
预测
impact load
dynamic consolidation
settlement quantity of the foundation
forecasting
