| 端承型桩基础在扶壁式挡墙中的应用 |
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| 引用本文： | 林祖锴,黄俊光.端承型桩基础在扶壁式挡墙中的应用[J].广东水利水电,2014(5):48-51. |
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| 作者姓名： | 林祖锴 黄俊光 |
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| 作者单位： | 广州市设计院,广东广州510620 |
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| 摘 要： | 提出端承型桩基础的处理方式，从竖向承载力、抗滑移及抗倾覆等方面对双排桩的端承型桩基础进行力学分析，并举例论证，得出扶壁式挡墙的端承型桩基础的作用发挥与桩径、桩间距及嵌岩深度等因素有关。
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| 关 键 词： | 扶壁式挡墙 端承型桩基础 竖向承载力 抗滑移 抗倾覆 |
Application of End Bearing Pile Foundation to Counterfort Wall |
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| LIN Zukai and HUANG Junguang.Application of End Bearing Pile Foundation to Counterfort Wall[J].Guangdong Water Resources and Hydropower,2014(5):48-51. |
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| Authors: | LIN Zukai and HUANG Junguang |
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| Affiliation: | ( Guangzhou Design Institute, Guangzhou 510620, China) |
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| Abstract: | Ground treatment should be done before the counterfort retaining wall is used in the deep and soft soil area , the treatment of end bearing pile foundation presented in the article concludes the end bearing pile foundation of double -row piles from aspects of vertical bearing capacity , anti-sliding and anti-overturning, results the effected of end bearing pile foundation of counterfort retai-ning wall relates to the aspects of pile diameter , pile spacing and rock-socketed length after exemplification and argumentation . |
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| Keywords: | counterfort retaining wall end bearing pile foundation vertical bearing capacity anti -sliding anti-overturning |
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