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矩形面积均布荷载下的明氏应力公式
引用本文:王士杰,张梅,白永兵,杨宏伟.矩形面积均布荷载下的明氏应力公式[J].河北农业大学学报,2001,24(1):68-72.
作者姓名:王士杰  张梅  白永兵  杨宏伟
作者单位:1. 河北农业大学城乡建设学院,
2. 河北省保定市建委质检站,
摘    要:以集中荷载作用于弹性学空间体内的明氏应力公式为依据,推出了矩形面积均布荷载下的竖向附加应力公式。对明氏解的推广应用具重要的理论意义和长远的实用价值。

关 键 词:MinDlin解  矩形均布荷载  应力公式  地基
文章编号:1000-1573(2001)01-0068-05
修稿时间:2000年3月28日

The Mindlin's stress formula under the rectangular area with uniform distributed loading
WANG Shi-jie,ZHANG Mei,BAI Yong-bing,YANG Hong-wei.The Mindlin''s stress formula under the rectangular area with uniform distributed loading[J].Journal of Agricultural University of Hebei,2001,24(1):68-72.
Authors:WANG Shi-jie  ZHANG Mei  BAI Yong-bing  YANG Hong-wei
Abstract:In the present paper, based on Mindlin's Formula that the point load acts at a certain depth below the surface of ground, the writer derived the formula for calculating vertical superimposed stress in soil under the rectangular footing with uniform distributed loading. It is theoretically and practically important to spread widely the application of the Mindlin's stress formula.
Keywords:Mindlin's formula  rectangular footing with uniform distributed loading  stress formula
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