岩土工程学报Issue(2)：278-287,10.DOI:10.11779/CJGE201602011
考虑负摩阻力的刚性桩复合地基中性面深度及桩土应力比计算
Calculation of neutral surface depth and pile-soil stress ratio of rigid pile composite foundation considering influence of negative friction
摘要
Abstract
The computing method for determining the neutral surface depth and pile-soil stress ratio of rigid pile composite foundation is studied under skin friction of pile using a linear model. A cushion-pile-soil deformation compatibility equation is derived based on the settlement deformation relationship among different constituent parts of rigid pile composite foundation. The distribution of the skin friction is simplified from a test curve to a linear model by taking into account the influence of negative friction on working properties of the pile and soil. Additionally, considering the top of the pile piercing into the cushion and the bottom of the pile into the substratum, and using the cushion-pile-soil deformation compatibility equation, a model is created to describe the neutral surface depth and pile-soil stress ratios on the top surface and neutral surface of the pile. Using the proposed method, the effects of various factors on the neutral surface depth and pile-soil stress ratio are analyzed. The results show that the neutral surface depth ratio of the rigid pile composite foundation is within 0.15~0.35, and that the pile-soil stress ratio on the neutral surface of the pile increases by 10%~40% of the top plane of the pile. Finally, the proposed method is applied to an engineering field test and a rigid pile composite foundation model test, and the calculated values are consistent with the experimental ones.关键词
刚性桩复合地基/负摩阻力/中性面深度/桩土应力比/影响因素Key words
rigid pile composite foundation/negative friction/neutral surface depth/pile-soil stress ratio/influence factor分类
建筑与水利引用本文复制引用
武崇福,郭维超,李雨浓,铁瑞..考虑负摩阻力的刚性桩复合地基中性面深度及桩土应力比计算[J].岩土工程学报,2016,(2):278-287,10.基金项目
国家自然科学基金项目（51408527）；秦皇岛市科学技术研究与发展计划项目 （）
