| 软土地基疏桩基础沉降计算探讨 |
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| 引用本文： | 王玉琳,杨敏.软土地基疏桩基础沉降计算探讨[J].淮海工学院学报,2008,17(4). |
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| 作者姓名： | 王玉琳 杨敏 |
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| 作者单位： | 淮海工学院土木工程学院,江苏连云港222005 |
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| 基金项目： | 江苏省高校自然科学研究计划项目 |
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| 摘 要： | 目前软土地基疏桩基础沉降计算方法尚不成熟,现行规范(JGJ 94-2008)对同时满足"桩中心距大于6倍桩径"的"软土地基减沉复合疏桩基础"的沉降应如何计算未作明确说明.根据连云港市云台变电所加固工程的数据进行理论分析并与实测沉降对比,得出以上情况宜按"桩中心距大于6倍桩径"公式进行沉降计算的结论,可为类似工程的设计提供参考.
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| 关 键 词： | 疏桩基础 沉降 软土地基 |
Calculation of Creep Pile Foundation Settlement in Soft Clay Ground |
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| WANG Yu-lin,YANG Min.Calculation of Creep Pile Foundation Settlement in Soft Clay Ground[J].Journal of Huaihai Institute of Technology:Natural Sciences Edition,2008,17(4). |
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| Authors: | WANG Yu-lin YANG Min |
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| Affiliation: | School of Civil Engineering;Huaihai Institute of Technology;Lianyungang 222005;China |
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| Abstract: | At present,calculation of creep pile foundation settlement in soft clay ground has been far from mature.The settlement calculating method is not clearly stated in the current norms(JGJ 94-2008),especially when the "pile center distance is greater than six times of the pile's diameter" and "the piled raft foundation in soft ground".Based on an analysis and a comparative study of the data in Yuntai Substation Reinforcement Works,this paper comes to the conclusion that settlement calculation should be made by ... |
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| Keywords: | creep pile foundation settlement soft ground |
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