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建立了强夯模型 ,对强夯法加固饱和软粘土地基进行了流、固耦合分析 ,编制了近场瞬变波动有限元程序 DCDFEM,并以某一工程实例为算例进行计算分析 ,得出强夯过程中土体动态响应的一般规律。
The dynamic compaction model was established, and the fluid-solid coupling analysis of saturated soft clay reinforced by dynamic compaction method was carried out. The finite element program DCDFEM of near-field transient wave was prepared and calculated by an example of engineering calculation. The General Laws of Soil Dynamic Response During Dynamic Compaction.