摘要
介绍了强夯法加固机理,结合工程实例,选择代表性区域进行试夯,通过试夯区现场试验监测对不同填料地基土单点夯击沉降量与夯坑周围地表变形进行了对比分析。
This paper presents the dynamic compaction soil improvement mechanism and a case history of a dynamic compaction project. The settlement values with different filling materials under each tapping are comparatively studied at the pilot test area.
出处
《土工基础》
2014年第4期11-13,共3页
Soil Engineering and Foundation
关键词
强夯
地基处理
沉降量
变形
Dynamic Compaction
Foundation Improvement
Settlement Magnitude, Deformation
