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本文介绍了土桩挤密黄土地基的试验研究结果。结果表明,采用土桩处理后的湿陷性黄土地基,其湿陷性消除,承载力提高。
This paper introduces the experimental research results of compaction of loess foundation by soil piles. The results show that the collapsible loess foundation treated with soil piles has its collapsibility eliminated and its bearing capacity improved.