摘要
强夯地基效应，是指经强夯处理使地基土的结构形式、强度和变形大小，及其作用过程发生的改变。通过对强夯过程中一系列的现象分析，揭示强夯地基效应的形成机制，对强夯地基效应的三个方面及其之间的联系进行分析，其结论对于强夯处理设计和加固机制的认识有较大意义。
The deforming effect of heavily tamped foundation refers to the change of structure form,strength,deformation and process of foundation due to dynamic compaction (DC) .In this paper,through analyzing a series of phenomena in DC,the formation mechanism of tamped foundation effect was studied.Three aspects of tamped foundations effect and the relationship between them were introduced with detail.The conclusion is of significance to the design of DC treatment and the knowledge of DC mechanism.
出处
《地质灾害与环境保护》
1998年第4期11-15,20,共6页
Journal of Geological Hazards and Environment Preservation
关键词
强夯地基
强夯加固机制
强夯地基效应
地基处理
Dynamic consolidation(for short DC) Tamped foundation effect mechanism of DC treatment
