彭惠  李文勇  陈竹昌
    （同济大学地下建筑与工程系  上海 200092）

[提要]  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。
[关键词]  强夯 软土地基 地面变形 超静孔隙水压力 地面振动 加速度

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 dynanuc consolidation method and several effective auxiliary measures.
Keywords:  dynamic consolidation; soft soil foundation; surface deformation; excess hydrostatic pore water pressure; surface; acceleration; vibration