摘要
在分析强夯置换法加固地基机理的基础上,结合厦门环东海域填海造地工程,通过对试夯区的强夯置换砂桩试验,以及对强夯现场监测、检测结果的分析,确定了强夯置换砂桩加固填海地基的施工参数,验证了强夯置换砂桩用于该填海地基的合理性。
Based on analyzing the mechanism of dynamic replacement method for compacting foundation, , The experiment of the dynamic replacement sand pile were carried out by combining with the sea reclamation project of the Xiamen east sea area. The results on the dynamic experimental site showed that the treatment of the sand pile foundation of dynamic replacement gets the good effect and this method improves the foundation bearing capacity.
出处
《河北工程大学学报（自然科学版）》
CAS
2008年第3期50-53,共4页
Journal of Hebei University of Engineering:Natural Science Edition
关键词
强夯置换
砂桩
地基处理
强夯监测
复合地基
dynamic replacement
sand pile
foundation treatment
field test
monitoring and testing
