摘要
利用夯锤第一击信息,采用简单方法对强夯时地基中的附加应力进行计算,并与自重应力进行比较,确定有效加固深度。结果表明:所得值与现场实测数据非常吻合。
Based on the first settlement information of dynamic consolidation,The additional stress are calculated by using a simple methed.The effective improvement depth is subjected after comparing calculation with the geostatic stress.The results show that the effective improvement depth have a good agreement with the in-situ measurd data.
出处
《工业建筑》
CSCD
北大核心
2005年第z1期637-640,共4页
Industrial Construction
关键词
强夯法
附加应力
有效加固深度
dynamic consolidation additional stress effective improvement depth
