| 确定桩基极限承载力的随机-模糊方法 |
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| 引用本文： | 徐新跃.确定桩基极限承载力的随机-模糊方法[J].探矿工程,2004,31(5):6-8. |
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| 作者姓名： | 徐新跃 |
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| 作者单位： | 浙江省温州市建设工程质量监督站 |
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| 摘 要： | 简述了岩土工程中确定桩基极限承载力的一般方法，讨论了影响桩基极限承载力的主要因素，在此基础上，运用随机-模糊方法确定桩基极限承载力并给出算例。初步研究表明，该方法确定桩基极限承载力比一般的统计方法要客观和全面。
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| 关 键 词： | 桩基 极限承载力 随机-模糊方法 数据分析 |
| 收稿时间： | 2003/9/8 0:00:00 |
| 修稿时间： | 2003/9/8 0:00:00 |
Stochastic-fuzzy Method to Determine Ultimate Bearing Capacity of Pile |
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| XU Xin-yue.Stochastic-fuzzy Method to Determine Ultimate Bearing Capacity of Pile[J].Exploration Engineering(Drilling & Tunneling),2004,31(5):6-8. |
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| Authors: | XU Xin-yue |
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| Institution: | The Monitor of Quality of Construction, Wenzhou City, Zhejiang Province, |
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| Abstract: | The general methods to determine the ultimate bearing capacity of single pile in geotechnical engineering are narrated. The chief factors affected the ultimate bearing capacity of single pile are discusses. Upon this basis, using the stochastic-fuzzy method determines the ultimate bearing capacity of single pile and gives illustrative examples. The primary study manifests that this method is objective and comprehensive as compared to the general statistical method. |
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| Keywords: | pile ultimate bearing capacity stochastic-fuzzy method data analysis |
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