| 多分支承力盘桩单桩竖向静载荷试验极限承载力的判定 |
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| 引用本文： | 张怡权 夏柏如. 多分支承力盘桩单桩竖向静载荷试验极限承载力的判定[J]. 探矿工程, 2000, 0(5): 27-28 |
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| 作者姓名： | 张怡权 夏柏如 |
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| 作者单位： | 中国地质大学（北京）工程技术学院,北京 |
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| 摘 要： | 以函数Ｑ＝Ｑｕ（１－Ａｅ＾－ＢＳ）对多分支承力盘桩单桩静载荷试验数据进行曲线拟合，推定单桩极限承载力。实例表明，此方法不失为一种有效的辅助方法。
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| 关 键 词： | 多分支承力盘桩 静载荷试验 单桩极限承载力 |
| 修稿时间： | 2000-07-15 |
Determinationof the Multi-branch Pile Limit Bearing Capacity on the B a sis of Vertical Static LoadingTest |
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| ZHANG Yi quan,XIA Bo ru. Determinationof the Multi-branch Pile Limit Bearing Capacity on the B a sis of Vertical Static LoadingTest[J]. Exploration Engineering:Rock & Soil Drilling and Tunneling, 2000, 0(5): 27-28 |
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| Authors: | ZHANG Yi quan XIA Bo ru |
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| Abstract: | This article discussed calculation of multi branch pile limit bearing capacity by fitting loading test Q-S curves according to the function Q=Q u(1-Ae -BS ) . Application shows that this method is workable. |
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| Keywords: | curve fitting multi branch pile by extrusion static loading test a pile limit bearing capacity |
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