| 桩基承载力计算方法的中英规范对比分析与应用 |
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| 引用本文： | 张瑞棋,诸葛爱军,黎双邵.桩基承载力计算方法的中英规范对比分析与应用[J].港工技术,2019,56(1):97-100. |
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| 作者姓名： | 张瑞棋 诸葛爱军 黎双邵 |
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| 作者单位： | 中交天津港湾工程研究院有限公司,天津 300222;中交第一航务工程局有限公司,天津 300461;港口岩土工程技术交通行业重点试验室,天津 300222;天津市港口岩土工程技术重点试验室,天津 300222;中交天津港湾工程研究院有限公司,天津 300222;中交第一航务工程局有限公司,天津 300461 |
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| 摘 要： | 安哥拉卡宾达地区有优质的海岸线,但码头资源非常匮乏。本文以卡宾达一新建港口工程为依托,比较中英规范标准对钻孔灌注桩竖向承载力的计算结果与现场试桩结果的不同,发现采用英国标准更接近现场试桩结果,并对建筑桩基技术规范中砂土地基中桩基承载力公式进行修正。对今后类似工程建设有一定的借鉴作用。
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| 关 键 词： | 砂土 钻孔灌注桩 竖向承载力 规范 码头 港口 |
Comparative Analysis and Application of Calculation Methods of Pile Foundation Bearing Capacity Specified in Chinese and British Standard |
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| Zhang Ruiqi,Zhuge Aijun,Li Shuangshao.Comparative Analysis and Application of Calculation Methods of Pile Foundation Bearing Capacity Specified in Chinese and British Standard[J].Port Engineering Technology,2019,56(1):97-100. |
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| Authors: | Zhang Ruiqi Zhuge Aijun Li Shuangshao |
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| Institution: | (Tianjin Port Engineering Institute Co.,Ltd.of CCCC First Harbor Engineering Co.,Ltd.,Tianjin 300222,China;CCCC First Harbor Engineering Co.,Ltd.,Tianjin 300461,China;Key Laboratory of Port Geotechnical Engineering of the Ministry of Communication,Tianjin 300222,China;Key Laboratory of Port Geotechnical Engineering of Tianjin,Tianjin 300222,China) |
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| Abstract: | Zhang Ruiqi;Zhuge Aijun;Li Shuangshao(Tianjin Port Engineering Institute Co.,Ltd.of CCCC First Harbor Engineering Co.,Ltd.,Tianjin 300222,China;CCCC First Harbor Engineering Co.,Ltd.,Tianjin 300461,China;Key Laboratory of Port Geotechnical Engineering of the Ministry of Communication,Tianjin 300222,China;Key Laboratory of Port Geotechnical Engineering of Tianjin,Tianjin 300222,China) |
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| Keywords: | sandy soil cast-in-place pile vertical bearing capacity standard wharf harbor |
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