岩土力学2009，Vol.30Issue(z2)：489-493,5.
强夯法加固沙漠土地基处理试验研究
Experimental research on treating desert soil ground with dynamic compaction
摘要
Abstract
The dynamic compaction tests with 8 000 kNm, 6 000 kNm, 4 000 kNm and 3 000 kNm energy-levels for treating desert soil in Inner Mongolia were carried out. And then through the standard penetration test, cone penetration test and the static plate loading test on the desert soil after dynamic compaction, for different levels of dynamic compaction of the desert area of fill areas, excavation zone after reinforcing, the respective effective treatment depths and bearing capacities of reinforcement are obtained. Some rules of dynamic compaction treatment on the desert soil are summarized; some construction parameters of dynamic energy level, effective reinforcement depth, spacing, etc. are given, so as to offer for reference in the similar geological conditions for the foundation treatment works with dynamic compaction.关键词
沙漠土/强夯/地基处理Key words
desert soil/ dynamic compaction/ ground improvement分类
建筑与水利引用本文复制引用
詹金林,水伟厚,梁永辉,宋美娜..强夯法加固沙漠土地基处理试验研究[J].岩土力学,2009,30(z2):489-493,5.基金项目
上海现代建筑设计集团基金资助项目:高能级强夯与预处理动力固结法研究(2004-结-地-03). （2004-结-地-03）
