| 嵌岩桩受力机理分析 |
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| 引用本文： | 明可前.嵌岩桩受力机理分析[J].岩土力学,1998,19(1):65-69. |
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| 作者姓名： | 明可前 |
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| 作者单位： | 长江科学院重庆岩基研究中心!400014 |
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| 摘 要： | 钻孔嵌岩灌注桩单桩竖向极限承载力，主要由嵌固力和端承力两部分组成，当嵌岩深度为4倍桩径时，单桩竖向极限承载力发挥最好，但施工技术水平对桩承载力有较大影响。
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| 关 键 词： | 钻孔嵌岩灌注桩 嵌固力 端承力 单桩竖向极限承载力 |
Analysis of Bearing Mechanism of Socketed Pile |
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| Ming Keqian.Analysis of Bearing Mechanism of Socketed Pile[J].Rock and Soil Mechanics,1998,19(1):65-69. |
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| Authors: | Ming Keqian |
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| Abstract: | The ultimate bearing capacity of socketed-cast-in-place pile consists of socket resistance and end resistance. When socket depth of pile is four times the diameter of pile, the ultimate bearing capacity of pile is the biggest, but construction technique has a great influence upon the ultimate bearing capacity of pile. |
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| Keywords: | the socketed-cast-in-place pile socket resistance end resistance ultimate bearing capacity of pile |
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