偏心受压圆形基础半径R的直接解法

A Method to Direct Calculating the Size of One-dimensional Eccentrically Loaded Circular Foundation

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。

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.