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本文对利用跨孔法测定剪切波速度作透射ＣＴ的理论作了研究，并解决了强夯碎石筑柱的形态及强夯效果评价这一难题．
In this paper, the theory of using trans-aperture shear wave velocity to make transmission CT is studied in this paper, and the shape of dynamic compacted column and the evaluation of dynamic compaction effect are solved.