| 试桩未达破坏时单桩极限承载力的估算方法 |
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| 引用本文： | 赵春风 于明章. 试桩未达破坏时单桩极限承载力的估算方法[J]. 同济大学学报(自然科学版), 1999, 27(4): 474-477 |
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| 作者姓名： | 赵春风 于明章 |
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| 作者单位： | 同济大学地下建筑与工程系!上海，200092 |
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| 基金项目： | 上海市建委基金!A9702154，科委建设基金!A9702154 |
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| 摘 要： | 对常用几种估算未达破坏试桩的单桩极限承载力方法进行了总结、讨论，从理论上证明了麦随基威克司法（作图法）的合理性，在此基础上，编制了程序。计算结果表明，该方法具有较高的精度。
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| 关 键 词： | 试桩 极限承载力 作图法 单桩 桩基 |
Method Defining the Bearing of Single Testing Pile Not Reaching Degree of Failure |
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| Zhao Chunfeng ,Yu Mingzhang, Wu Shuigen,Gao Dazhao. Method Defining the Bearing of Single Testing Pile Not Reaching Degree of Failure[J]. Journal of Tongji University(Natural Science), 1999, 27(4): 474-477 |
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| Authors: | Zhao Chunfeng Yu Mingzhang Wu Shuigen Gao Dazhao |
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| Abstract: | The several common methods that determine the hearing capacity of single pile for the testing curve have been discussed in this paper. It has heen demostrated that the drawing is reasonable.The program is written on the basis of the drawing. Numerical example shows the efficiency of present method. |
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| Keywords: | Testing curve limit bearing Drawing |
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