The ultimate bearing resistance of individual pile is an important parameter in pile foundation (design. )
单桩极限承载力是桩基设计中的一个重要参数。
The interrelated model of the shear wave velocity with the normal value of ultimate lateral resistance(qsik)and ultimate end bearing resistance(qpk)of the soil around the pile is established.
建立了桩周土的极限侧阻力标准值及极限端阻力标准值与剪切波速度的相关模型。
The effect of pile diameters, pile lengths and bearing stratum on ultimate bearing capacity and shaft resistance was studied.
同时研究了桩径、桩长、持力层性质对单桩极限承载力和桩侧摩阻力的影响。
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