本文作者结合工程实例，主要对软弱地基强夯结合袋装砂井在处理饱和软黏土的相关问题进行了简要的综述和分析。
The author with an engineering example, the main weakness of dynamic compaction of sand wick in dealing with soft clay and related issues a brief overview and analysis.
根据扁平状黏土颗粒结合水膜形成模型，推导了结合水膜厚度计算公式。
According to the model of flat clay particles, a formula for the thickness of red clay particles is deduced.
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