摘要
结合某工程地基处理实例,对不同强夯加固方案的现场量测(包括地面变形、超静孔隙水压力和地面振动加速度)结果进行详细的分析探讨,提出了应用强夯技术加固饱和软土地基的可行性及若干有效的辅助措施.
Through certain engineering example of ground treatment, authors analyze and study the field measurements results of different stabilization plans of dynamic consolidation, including suface deformation, excess hydrostatic pore water pressure and surface acceleration of vibration, and put forward the feasibility of stabilizing saturated soft soil foundation by dynamic consolidation method and several effective auxiliary measures.
出处
《建筑结构》
CSCD
北大核心
2000年第5期49-52,59,共5页
Building Structure
关键词
强夯加固
软土地基
现场量测
分析
dynamic consolidation
soft soil foundation
surface deformation
excess hydrostatic pore water pressure
surface
acceleration
vibration
