The depth into the soil by steel plate pile is associated with the value of the soil parameter and the location of bracing.
钢板桩的入土深度与土质参数的取值和对撑的位置有关。
This paper presents a parameter assessment method to determine the eigenfrequency of the pile-soil system.
本文提出一种确定桩土系统固有频率的参数估计方法。
The pile-soil interaction-damping coefficient with low strain is a key parameter to quantitatively analyze defects of piles.
低应变条件下桩土相互作用的阻尼系数是基桩缺陷量化分析的一个关键参数。
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