| 矩形均布水平荷载作用于地基内部时的水平位移 |
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| 引用本文： | 陈淦琛.矩形均布水平荷载作用于地基内部时的水平位移[J].华南理工大学学报(自然科学版),1995,23(3):106-114. |
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| 作者姓名： | 陈淦琛 |
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| 作者单位： | 华南理工大学建筑工程系 |
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| 摘 要： | 本文根据明德林解推导出矩形均布水平载作用于地基内部竖直面上时，荷载中心处荷载方向的水平位移公式；得出水平位移沿深度变化的一些规律，认为某一深度范围内水平位移可用该段点平均位移计算，在实用上是可行的。文中提供了μ＝０．５及μ＝０．３时，水平位移系数ＦＫ值使计算大为简化。
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| 关 键 词： | 均布载荷 水平位移 地基 载荷 |
HORIZONTAL DISPLACEMENT INDUCED BY A UNIFORMLY HORIZONTAL LOAD WITHIN RECTANGULAR AREA IN GROUND |
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| Chen Ganchen.HORIZONTAL DISPLACEMENT INDUCED BY A UNIFORMLY HORIZONTAL LOAD WITHIN RECTANGULAR AREA IN GROUND[J].Journal of South China University of Technology(Natural Science Edition),1995,23(3):106-114. |
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| Authors: | Chen Ganchen |
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| Abstract: | The formula of horizontal displacement in load direction induced by a uniformly horizontal load within vertically rectangular area in ground is derived according to Mindlin solution. From the analysis of this formula, the horizontal displacementof a point may be replaced by the mean horizontal displacement within some extentsof depth. The coefficient of the horizontal displacement Fk corresponding to u=0.5and u=0.3 for the calculation of the mean horizontal displacement is presented. Theeffect of neighboUI load on horizontal displacement is also discussed. |
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| Keywords: | s: distributed loads horizontal distributions horizontal displacement coefficients/Mindlin solution |
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