| 土堤下非均质粘土层的承载力分析 |
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| 引用本文： | 潘健,温耀霖.土堤下非均质粘土层的承载力分析[J].华南理工大学学报(自然科学版),1998(2). |
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| 作者姓名： | 潘健 温耀霖 |
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| 作者单位： | 华南理工大学建筑学院 |
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| 摘 要： | 用滑移线法分析了土堤下软弱土层的极限荷载，并以设计图表的形式给出了分析结果和通过算例提出了加劲和非加劲土提极限高度的计算方法。
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| 关 键 词： | 滑移线法 极限高度 加劲土堤 承载力上限 |
BEARING CAPACITY ANALYSIS OF NONHOMOGENEOUS CLAY LAYERS UNDER EMBANKMENTS |
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| Pan Jian\ \ Wen Yaolin.BEARING CAPACITY ANALYSIS OF NONHOMOGENEOUS CLAY LAYERS UNDER EMBANKMENTS[J].Journal of South China University of Technology(Natural Science Edition),1998(2). |
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| Authors: | Pan Jian\ \ Wen Yaolin |
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| Abstract: | The slip line method is used to analyze the limit loads on layers of weak soil under embankments.The results are presented in the form of design graphs and a method for calculating the critical height for a reinforced and non reinforced embankment is proposed with an example. |
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| Keywords: | slip line method failure height reinforced embakment upper bond of bearing capacity |
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