| 支承条件对单桩承载力影响的分析 |
| 投稿时间：2008-03-10 点此下载全文 |
| 引用本文：夏焰光,葛宽飞,陈强华.支承条件对单桩承载力影响的分析[J].钻探工程,2008,35(8):40-43.XIA Yan-guang,GE Kuan-fei,CHEN Qiang-hua. Analysis on Effect of Bearing Capacity of Single Pile by Supporting Condition[J]. Drilling Engineering, 2008,35(8):40-43. |
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| 中文摘要:对比5个工程14根不同桩长的试桩成果，发现同一场地、相同桩型的试桩，因为桩长、持力层不同，导致单桩承载力有较大差异，特别是支承在软粘性土持力层的承载力明显偏低。这种差异按现有规范和有关认识无法解释，说明对单桩承载机理的认识还不够深入、全面。举例对桩端支承条件、时间效应分别加以分析表明，当桩端持力层条件较差时，用动阻力（压桩力）或用A.S.Vesic的论述可以更好地解释摩擦单桩承载力明显偏低的现象。 |
| 中文关键词:摩擦桩 桩端支承条件 单桩承载力 极限承载力 压桩力 时间效应 |
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| Analysis on Effect of Bearing Capacity of Single Pile by Supporting Condition |
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| Abstract:The result of pile tests on 14 piles with different lengths in 5 engineering cases shows that bearing capacity of single pile was quite different in the same construction site and with the same type of pile just because of different pile lengths and bearing stratums. The paper analyzed the conditions of bearing capacity of pile tip and time effect, when bearing capacity of pile tip was weak, lower bearing capacity of single friction pile could be reasonably explained by compressive pressure to pile or by A.S.Vesic theory. |
| keywords:friction pile bearing capacity of pile tip bearing capacity of single pile ultimate bearing capacity compressive pressure to pile time effect |
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