| 成层地基中斜桩弯曲性状及其竖向承载力分析 |
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| 引用本文： | 李坤,徐长节,蔡袁强.成层地基中斜桩弯曲性状及其竖向承载力分析[J].工业建筑,2003,33(9):56-59,86. |
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| 作者姓名： | 李坤 徐长节 蔡袁强 |
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| 作者单位： | 浙江大学,土木工程系,杭州,310027 |
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| 摘 要： | 通过对成层地基中由于土体位移产生的斜桩的弯曲性状的研究 ,分析了斜桩承载力的影响因素。结果表明 :地基反力系数对斜桩承载力影响不大 ,而土体位移会大幅度降低斜桩的竖向承载能力。
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| 关 键 词： | 斜桩 成层地基 土体位移 弯矩 竖向承载力 |
A STUDY ON BENDING BEHAVIOR AND VERTICAL BEARING CAPACITY OF A SLOPING PILE IN LAYERED SOIL |
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| Li Kun Xu Changjie Cai Yuanqiang.A STUDY ON BENDING BEHAVIOR AND VERTICAL BEARING CAPACITY OF A SLOPING PILE IN LAYERED SOIL[J].Industrial Construction,2003,33(9):56-59,86. |
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| Authors: | Li Kun Xu Changjie Cai Yuanqiang |
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| Abstract: | The bending behavior of sloping pile in layered soil has been studied,and the influencing factors on vertical bearing capacity behavior of sloping pile has also been studied.The result indicates that coefficient of subgrade reaction has little influence on the vertical bearing capacity,but the soil displacement can decrease greatly the vertical bearing capacity of the sloping pile. |
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| Keywords: | sloping pile layered soil soil displacement moment vertical bearing capacity |
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