| CFG桩复合地基分层沉降监测实例分析 |
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| 引用本文： | 宋建学,代辉,周同和.CFG桩复合地基分层沉降监测实例分析[J].河南科学,2007,25(4):613-616. |
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| 作者姓名： | 宋建学 代辉 周同和 |
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| 作者单位： | 郑州大学,土木工程学院,郑州,450002;郑州大学,综合设计研究院,郑州,450002 |
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| 基金项目： | 河南省教育厅科技攻关项目 |
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| 摘 要： | 复合地基的变形计算方法不同,计算结果不同.通过对某实测工程地基分层沉降监测数据的研究,发现理论计算值与实测值有较大差距.分析产生差距的原因并比较了不同方法的差异.对刚性桩复合地基相似工程的变形计算与预测有一定的参考价值.
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| 关 键 词： | 复合地基 分层沉降 数据分析 |
| 文章编号： | 1004-3918（2007）04-0613-04 |
| 修稿时间： | 2007-06-08 |
Case Study on Deep Soil Deformation Monitoring of CFG-Pile Composite Foundation |
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| SONG Jian-xue,DAI Hui,ZHOU Tong-he.Case Study on Deep Soil Deformation Monitoring of CFG-Pile Composite Foundation[J].Henan Science,2007,25(4):613-616. |
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| Authors: | SONG Jian-xue DAI Hui ZHOU Tong-he |
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| Institution: | 1. Institute of Civil Engineering,Zhengzhou University, Zhengzhou 450002 China;2. Multi-function Designing Institute, Zhengzhou University, Zhengzhou 450002 China |
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| Abstract: | Calculation outcome is different based on different calculation method of composite foundation settlement.It is revealed that the computation value in theory is greatly different from the monitoring one,by analyzing a group of practical monitoring data of deep soil deformation.The difference results derived from each method are compared,and the reason for that is analyzed.It is reference to calculate and forecast the settlement of similar rigid-pile composite foundation. |
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| Keywords: | composite foundation deep soil deformation data analysis |
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