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概述了大窑湾一期工程前四个泊位港区回填后采用强夯法、强夯碎石柱加硬壳法和强夯块石骨架加硬壳法的情况
The situations of dynamic compaction, compaction rubble column plus hard shell method and dynamic compaction stone frame plus hard shell method after backfilling of the four berth ports of Dayao Bay Phase I are summarized