| 确定桩基极限承载力的随机-模糊方法 |
| 投稿时间：2003-09-08 修订日期：2003-09-08 点此下载全文 |
| 引用本文：徐新跃.确定桩基极限承载力的随机-模糊方法[J].钻探工程,2004,31(5):6-8.XU Xin-yue. Stochastic-fuzzy Method to Determine Ultimate Bearing Capacity of Pile[J]. Drilling Engineering, 2004,31(5):6-8. |
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| 中文摘要: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。 |
| 中文关键词:桩基 极限承载力 随机-模糊方法 数据分析 |
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| Stochastic-fuzzy Method to Determine Ultimate Bearing Capacity of Pile |
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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. |
| keywords:pile ultimate bearing capacity stochastic-fuzzy method data analysis |
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