| 双向偏心受压矩形基础的设计 |
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| 引用本文： | 尤利剑,马彦飞,李志云. 双向偏心受压矩形基础的设计[J]. 山西建筑, 2011, 37(35): 60-62 |
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| 作者姓名： | 尤利剑 马彦飞 李志云 |
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| 作者单位： | 1. 河北省黄壁庄水库管理局,河北鹿泉,050224
2. 煤炭工业石家庄设计研究院,河北石家庄,050051 |
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| 摘 要： | 通过分析地基反力的图形,建立了对应不同偏心距的基底反力计算模型,推导了不同模型下基底反力和基础承载力的计算公式,并总结了新方法与传统方法相比具有的优势,从而为类似基础设计提供指导。
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| 关 键 词： | 双向偏心受压 柱下矩形独立基础 计算模型 |
Design on biaxial eccentric compression of rectangular foundation |
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| YOU Li-jian MA Yan-fei LI Zhi-yun. Design on biaxial eccentric compression of rectangular foundation[J]. Shanxi Architecture, 2011, 37(35): 60-62 |
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| Authors: | YOU Li-jian MA Yan-fei LI Zhi-yun |
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| Affiliation: | YOU Li-jian MA Yan-fei LI Zhi-yun |
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| Abstract: | Through the analysis on graphics of contact pressure,this paper built contact pressure calculation model corresponding to different eccentricity,deduced the calculation formulas of contact pressure and foundation bearing capacity under different models,and summarized compared with the traditional method the new method had the advantage,so as to provide guidance for similar foundation design. |
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| Keywords: | biaxial eccentric compression rectangular independent foundation under column calculation model |
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