偏压基础直接解法的应用  

Application of the method to direct calculate the size of the eccentrically loaded footing

作　　者：王士杰[1] 

机构地区：[1]河北农业大学城乡建设学院,河北保定071001

出　　处：《四川建筑科学研究》2000年第3期35-36,共2页Sichuan Building Science

摘　　要：以长宽比为设计控制参数 ,给出了柱下独立基础单、双向偏心受压及圆形基础偏心受压时基底尺寸的直接计算公式。可一次求得充分利用地基承载能力及经济合理的基础底面积。According to the ratio of length to width,some formulas are shown in the paper to calculate directly the size of individual footing under columns for one or two-dimensional eccentric compression and circular footing for eccentric compression.The formulas are capable of working out rapidly the economical and reasonable footing size,which can maximize the utility of the bearing capacity of the subgrade.

关 键 词：偏心受压基础 长宽比 基底尺寸 地基承载力 

分 类 号：TU470.3[建筑科学—结构工程]