摘要
对回填土造成的已筑坝体,通过高能级强夯试验,研究探讨了强夯处理超厚填土地基的加固深度、影响深度及处理后的渗透性问题,表明强夯处理回填土已筑坝体的可行性。
In the high of the cmbankment of existed cushion dam, we study the consolidated depth,influence depth and permeability after treatment which is experimented through high energy dynamic compaction. We also evaluate the possibility of dynamic compaction to existed cushion dam.
出处
《山西建筑》
2005年第24期112-113,共2页
Shanxi Architecture
关键词
回填土
已筑坝体
高能级强夯
加固深度
渗透系数
cushion, existed dam, high energy dynamic compaction, consolidated depth, permeobility
