| 大直径嵌岩灌注桩设计取值和静载取值 |
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| 引用本文： | 陈刚. 大直径嵌岩灌注桩设计取值和静载取值[J]. 工业建筑, 1994, 24(5): 32-35 |
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| 作者姓名： | 陈刚 |
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| 作者单位： | 武汉建材工业设计研究院 |
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| 摘 要： | 本文分析了目前大直径嵌岩灌注桩因设计静载取值准则不同使单桩允许承载力产生较大差异，提出根据不同条件要求进行取值的看法，供工程设计参考。
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| 关 键 词： | 嵌岩灌注桩，桩侧阻力，桩端阻力，单桩允许承载力 |
THE DESIGN AND TEST VALUES ON THE LANGE-DIAMETER BORED PILES EMBEDDED ROCK |
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| Chen Gang. THE DESIGN AND TEST VALUES ON THE LANGE-DIAMETER BORED PILES EMBEDDED ROCK[J]. Industrial Construction, 1994, 24(5): 32-35 |
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| Authors: | Chen Gang |
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| Affiliation: | Wuhai Design and Research Institute of Building Material Industry |
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| Abstract: | The author of the paper analyzed the big difference of the allowable bdaring capacity of single pile resulted from the difference of the data standands for design and load test on the large-diameter bond piles embedded rock,and put forward some suggestions where the values for design must be adopted according to different site conditions for engineering design reference. |
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| Keywords: | Bond pile embedded rock pile side resistance pile tip resistance allowable bearing capacity of single pile values for design |
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