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通过假定桩土界面摩阻力与相对位移为理想弹塑性关系；
The relationship of skin friction and relative displacement between the pile shaft and the surrounding soil is idealized as perfectly elastoplastic.
运用有限元模拟交通荷载长期作用下的土体变形对桩土界面的影响。
Something alike the result of the after earthquake in the fully saturate soil groundStimulating the deformation which traffic load long time effect with FEA, though 3 different conditons.
还对桩-土界面处的超孔隙水压力进行了讨论。
The excess pore water pressure at the interface of the pile and soil is discussed too.
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