Dynamic stress field and effective reinforced area of dynamic compaction are analyzed according to the data.

通过对计算结果的整理,对夯击后土体的沉降量、强夯的动应力场和有效加固范围做了分析.

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Improvement degree of dynamic compaction is more correlative with hammer dimension than hammer quality.

强夯加固程度对夯锤尺寸变化的敏感程度甚于对夯锤质量的变化.

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