| 偏心受压圆形基础半径R的直接解法 |
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| 引用本文： | 王士杰.偏心受压圆形基础半径R的直接解法[J].河北农业大学学报,1998,21(2):75-78. |
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| 作者姓名： | 王士杰 |
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| 作者单位： | 河北农大城乡建设学院 |
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| 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。
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| 关 键 词： | 圆形基础 偏心距 基底半径 地基承载力 |
A Method to Direct Calculating the Size of One-dimensional Eccentrically Loaded Circular Foundation |
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| Wang Shijie.A Method to Direct Calculating the Size of One-dimensional Eccentrically Loaded Circular Foundation[J].Journal of Agricultural University of Hebei,1998,21(2):75-78. |
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| Authors: | Wang Shijie |
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| Abstract: | 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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| Keywords: | Crcular footing Eccentricity Radius Bearing capacity of the subgrade |
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