| 用联系数的方法进行桩基极限承载力的预估 |
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| 引用本文： | 张清河,林建华.用联系数的方法进行桩基极限承载力的预估[J].华侨大学学报(自然科学版),2004,25(1):51-53. |
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| 作者姓名： | 张清河 林建华 |
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| 作者单位： | 华侨大学土木工程系,福建,泉州,362011 |
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| 基金项目： | 华侨大学科研基金资助项目 (H0 1 6 ) |
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| 摘 要： | 运用集对分析中的联系数的方法，对两种类似桩基的试桩资料进行对比分析．挖掘出这两种桩基的同一和差异的数据成分，可以对未达到极限承载力桩基进行预估，从而获得单桩极限承载力．同时用工程实例加以证实，为推断单桩极限承载力提供了一种新方法。
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| 关 键 词： | 联系数 桩基 集对分析 单桩极限承载力 静载荷试验 |
| 文章编号： | 1000-5013(2004)01-0051-03 |
Predicting Ultimate Bearing Capacity of Pile Foundation by Connection Number Method |
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| Zhang Qinghe,Lin Jianhua.Predicting Ultimate Bearing Capacity of Pile Foundation by Connection Number Method[J].Journal of Huaqiao University(Natural Science),2004,25(1):51-53. |
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| Authors: | Zhang Qinghe Lin Jianhua |
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| Abstract: | A comparative analysis is made on test pile data from two kinds of similar pile foundations by using the method of connection number in set pair analysis. By tapping for identical and different data ingredients of both of them, the pile foundation which has not yet attained ultimate bearing capacity can be predicted. thus the ultimate bearing capacity of single pile is obtained. Confirming by engineering example, a new method for inferring ultimate bearing capacity is offerred. |
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| Keywords: | set pair analysis connection number pile foundation ultimate bearing capacity of single pile prediction |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
