摘要
通过对强夯压密效果检验成果的分析 ,论证了运用强夯压密法对西霞院坝基加固的可行性 ,同时说明了强夯压密法对粉质土。
The testing data of the soil improved by dynamic compaction are analysed. The feasibiliby for the dam site of Xixiayuan to be improved is discussed. It is suggested that loam and sandyloam can be consolidated appropriately by dynamic compaction .
出处
《华北水利水电学院学报》
2002年第4期58-60,共3页
North China Institute of Water Conservancy and Hydroelectric Power
关键词
坝基
地基处理
强夯压密法
密度
压缩法
抗剪强度
ground treatment
dymamic compaction
density
compressibility ,shear strength
