摘要
探讨了采用强夯法加固由夹块石的中粗砂冲积层组成的河漫滩地基的加固效果 。
The strengthened efficiency is studied for the alluvial beach foundation in this paper. It is of great value to the use of dynamic consolidation and the extension of constructing site for the hydropower station.
出处
《西部探矿工程》
CAS
2000年第3期40-41,共2页
West-China Exploration Engineering
关键词
夯击点
沉陷量
冲积土层
强夯法
地基加固
hammering point settlement alluvial soil layer dynamic foundation
