海上超长桩承载特性的数学模型

J. Jianping
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引用次数: 0

摘要

本文根据跨海基础桥梁桩基的现场试验数据,研究了描述桩承载特性的数学模型——桩顶荷载-桩顶沉降曲线,该模型用同一数学模型反映了超长灌注桩和超长钢管桩的承载特性。结果表明,本文提出的数学模型拟合效果良好,能较好地描述这些曲线,为海上超长桩的桩顶荷载、桩顶沉降的估算和计算提供了新的方法。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Mathematic model descripting bearing behaviors of super-length piles on sea
Based on field test data of piles in the foundation cross-sea bridges, this paper has a study on the mathematic model descripting the bearing characteristics of pile, that is pile top load versus pile top settlement curve, which reflect the bearing behaviors of super-length cast-in-place pile and super-length steel pipe pile by the same mathematic model. It is found that, the effect of fitting with the mathematic model proposed in this paper is good, the mathematic model is appropriate to describe these curves, and it can provide new method for the estimation and calculation of pile top load, pile top settlement of super-length pile on sea.
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