Position: Home > Articles > A Method to Direct Calculating the Size of One-dimensional Eccentrically Loaded Circular Foundation
Journal of Agricultural University of Hebei
1998
(2)
75-78
偏心受压圆形基础半径R的直接解法
作 者：
王士杰
单 位：
河北农大城乡建设学院
关键词：
圆形基础;偏心距;基底半径;地基承载力
摘 要：
给出了圆形基础偏心受压时基础半径的直接计算公式。可一次求得充分利用地基承载能力及经济合理的圆形基础底面半径。
译 名：
A Method to Direct Calculating the Size of One-dimensional Eccentrically Loaded Circular Foundation
作 者：
Wang Shijie (School of Urban and Rural Construction, Hebei Agri. Univ., Baoding 071001)
关键词：
Crcular footing; Eccentricity; Radius; Bearing capacity of the subgrade
摘 要：
A formula is shown in the paper to calculate directly the radius of a circular footing for eccentric compression. The formular is capable of working out rapidly the economical and reaariable circular footing radius, which can maximize the utility of the bearing capacity of the subgrade.
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