Based on Quatarnary geology research and engineering evaluation for pile foundations, we have improved the method of Unit dividing and achieved considerable engineering effects.
现以第四纪地质研究为基础、以桩基工程评价需要为目的，改进了工作方法，获得较好的工程效果。
The study also goes to the influence, upon stress waves, of the piles relaxation time, the equivalent viscous damping coefficient of soil around the pile and the unit rigidity of soil below the pile.
同时，分析了桩身驰豫时间、桩侧土的等效粘滞阻尼系数、桩底土的单位刚度等因素对应力波的影响。
The pile can be treated as one dimensional elastic pole unit.
将桩看作是一维的弹性杆单元。
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