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考虑侧阻力软化的单桩竖向荷载传递方式分析--基于位移协调法

nalysis of vertical load transfer of single pile considering softening of side resistance force——Based on method for harmony of displacement

中文摘要英文摘要

基于桩身竖向荷载传递的微分方程,并考虑了桩侧阻力的软化行为,推导出桩身轴力和桩土相对位移关系的增量形式表达式。然后通过该表达式并依据位移协调法的原理编写的程序,计算出了桩身的荷载沉降曲线。结果证明计算与试验曲线的吻合的较好,并能反映桩的渐进破坏过程,所以该方法能用于指导工程实践。

Based on the differential equation of vertical load transfer of single pile, and considering softening of side resistance force, the expression in increment form was deduced which concerned relation between axial force of pile and displacement of pile relative to soil of pile side. Then according to the expression and method for harmony of displacement, relation curve between load and settlement was figured out. The result was proved to be appropriate by compared the computing result with the test one, and could explain progressive failure of pile bearing vertical load. So this new method can be used to guide practice of engineering.

王星华、彭柏兴、印长俊

工程基础科学

侧阻力软化传递函数位移协调法渐进破坏

side resistance forcesofteningtransfer functionmethod for harmony of displacementprogressive failure

王星华,彭柏兴,印长俊.考虑侧阻力软化的单桩竖向荷载传递方式分析--基于位移协调法[EB/OL].(2006-05-18)[2025-08-24].http://www.paper.edu.cn/releasepaper/content/200605-200.点此复制

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