| 补桩加固基础的沉降控制设计 |
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| 引用本文： | 刘全林,杨敏,魏焕卫. 补桩加固基础的沉降控制设计[J]. 工业建筑, 2001, 31(7): 70-72,60 |
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| 作者姓名： | 刘全林 杨敏 魏焕卫 |
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| 作者单位： | 同济大学地下建筑与工程系;同济大学地下建筑与工程系;同济大学地下建筑与工程系 |
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| 摘 要： | 根据桩基沉降的机理 ,阐述了含有不同桩型的群桩基础沉降量计算方法。针对某一补桩加固工程的特点 ,按沉降控制设计理论和本文论述的沉降计算方法 ,设计了一个较优的补桩加固方案 ,将补桩数由常规设计的 434根降低为 2 36根 ,从而节省了大量的加固费用。
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| 关 键 词： | 桩基础沉降控制沉降计算补桩加固 |
DESIGN OF SETTLEMENT CONTROL OF FOUNDATION STRENGTHENED BY ADDING PILES |
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| Liu Quanlin Yang Min Wei Huanwei. DESIGN OF SETTLEMENT CONTROL OF FOUNDATION STRENGTHENED BY ADDING PILES[J]. Industrial Construction, 2001, 31(7): 70-72,60 |
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| Authors: | Liu Quanlin Yang Min Wei Huanwei |
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| Abstract: | A method of calculating settlement of foundation with different types of group piles is put forward based on its mechanism. Then, a consolidated engineering with adding piles was designed by the method and design theory of controlled settlement according to the engineering characteristics. So the cost of it was greatly decreased because the sum of adding piles was reduced from 434 pieces to 236 pieces. |
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| Keywords: | piles foundation settlement control settlement calculation consolidated by adding piles |
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