以具体工程为例，结合现场实测数据和FLAC3D软件对强夯后地表沉降和水平位移进行了模拟，综合分析了强夯作用下吹填软土地基的挤密效应，为以后此类吹填软土加固提供依据。%Taking specific engineering as an example,the paper simulates the surface subsidence and horizontal displacement after dynamic com-paction by applying in-situ measurement data and FLAC3D software,and comprehensively analyzes the reclaimed soft soil compaction effect un-der dynamic compaction,which has provided some guidance for similar reclaimed soft soil reinforcement.
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