摘要
通过分析黄土湿陷引发的桩基负摩阻力的传递规律,基于荷载传递法建立桩侧摩阻力及桩端阻力的计算分析模型,对湿陷性黄土湿陷导致的桩基负摩阻力微分方程进行求解.据此得到了黄土地基不同湿陷阶段的桩基负摩阻力、桩身轴力及桩顶沉降的估算公式.研究成果可为黄土地基湿陷引发单桩负摩阻力的计算分析提供参考.
According to the transfer rules of the negative skin friction caused by the collapse deformation of the collapsed loess, analytical models of the negative skin friction and the pile tip resistance were established based on the load transfer method. Also, differential equation of the negative skin friction caused by the collapse deformation of the collapsed loess was worked out. As a result, estimation formula of the negative skin friction, axial stress and settlement of the pile in different collapse period was presented. Research results can serve as reference for the calculation and analysis of the negative skin friction of single pile caused by the col- lapse deformation of the collapsed loess.
出处
《西安建筑科技大学学报(自然科学版)》
CSCD
北大核心
2015年第6期854-857,共4页
Journal of Xi'an University of Architecture & Technology(Natural Science Edition)
基金
国家自然科学基金资助项目(51408463)
陕西省教育厅专项科研计划项目(15JK1413)
西安建筑科技大学科技计划项目(RC1375)
西安建筑科技大学科技项目(QN1409)
关键词
湿陷性黄土
负摩阻力
荷载传递法
单桩承载力
collapsed loess
negative skin friction
load transfer method
bearing capacity of single pile