It was shown that the present regressive solution was consistent with the solution of torsional vibration in saturated soil layer.
最后将分析结果进行了对比，结果表明：本文的退化解和饱和土扭转振动解是一致的。
The behavior of the model pile in the liquefying saturated sand layer during shake is studied through the shake table test, and some results about the soil-pile dynamic interaction are obtained.
通过振动台试验，研究了饱和砂土中桩基的振动特性，对桩土振动过程中的动力相互作用有了初步的认识。
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