| 静力触探估算桩承载力参与桩基场地评价 |
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| 引用本文： | 包华,叶忠. 静力触探估算桩承载力参与桩基场地评价[J]. 建筑结构, 2004, 0(5): 61-62,65 |
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| 作者姓名： | 包华 叶忠 |
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| 作者单位： | 南通工学院建工系,南通,226007;如东建筑设计院,如东,226400 |
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| 摘 要： | 针对桩基场地试桩样本数偏少的状况 ,采用静力触探参数估算单桩极限承载力 ,并用估算值参与试桩统计分析 ,评价桩基场地。结合工程实例介绍了评价方法 ,供探讨
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| 关 键 词： | 静力触探 静压桩 承载力 可靠性 评价 |
Estimation of the Pile Foundation Site Considering the Bearing Value of Pile with Static Sounding |
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| Bao Hua Ye Zhong. Estimation of the Pile Foundation Site Considering the Bearing Value of Pile with Static Sounding[J]. Building Structure, 2004, 0(5): 61-62,65 |
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| Authors: | Bao Hua Ye Zhong |
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| Affiliation: | Bao Hua Ye Zhong |
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| Abstract: | In view of existing situation that the test pile samples of pile foundation are less than expected,the parameters of the static cone penetrations tests are adopted to estimate the bearing capacity of single pile. Then we make testing statistics analysis by using this value and evaluate the pile foundation site.An evaluation method considering an engineering case is introduced. |
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| Keywords: | cone penetration test silent piling bearing capacity reliability evaluation |
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