摘要
本文通过对现有各种P—y曲线计算方法进行分析,根据模型试验结果对一些不合理之处加以改进,提出了新的适用于粘性土的P—y曲线计算方法,把新方法用于现场试桩计算,结果令人满意。
The paper, based on the analysis of several existing calculation methods for P—y curves and the results of model tests, delivered some improverments on the existing methods, presented a new method for calculating P—y curves in cohesive soil.Applied this new method into practical piles, the results obtained were satisfactory.
基金
国家自然科学基金
