摘要
对于拟采用高真空击密法进行处理的某吹填土场地进行了地基处理试验研究。主要在初始施工参数的基础上通过信息化施工方法对其进行了调整与优化,施工过程中对每遍处理效果进行了监测,施工结束后通过静力触探试验与载荷板试验进行检测,试验结果表明高真空击密法具有地基处理工期短、效果好的优点。
test of high vacuum compact method for reclaimed ground improvement was carried out. Based on the test, parameters for tamping are adjusted accordingly. Effect of ground improvement is explored per tamping. After construction, improved ground is tested by static penetration test and loading plate test. The test results show that high vacuum compact method has many advantages such as short construction duration and better effect.
出处
《港工技术》
北大核心
2007年第1期43-46,共4页
Port Engineering Technology
基金
中国博士后科学基金资助(编号为2004035494)
关键词
高真空击密
压力差排水
吹填土地基
试验研究
high vacuum compact method
drainage with difference water pressure
reclaimed ground
test research
