| 某超深基坑支护工程监测数据分析 |
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| 引用本文： | 李建民.某超深基坑支护工程监测数据分析[J].山西建筑,2007,33(9):114-115. |
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| 作者姓名： | 李建民 |
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| 作者单位： | 北京科技大学,北京,100083 |
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| 摘 要： | 结合工程实例,对其支护工程的变形力学行为监测结果进行了分析,总结了土钉墙和地下连续墙的锚杆轴力、地下连续墙墙顶的沉降、基坑顶护坡位移的特点,证明了支护设计的安全可靠性。
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| 关 键 词： | 基坑监测 时程曲线 锚杆内力 监测点 |
| 文章编号： | 1009-6825(2007)09-0114-02 |
| 修稿时间： | 2006-10-23 |
Analysis on the observation data of super-deep excavation supporting engineering |
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| LI Jian-min.Analysis on the observation data of super-deep excavation supporting engineering[J].Shanxi Architecture,2007,33(9):114-115. |
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| Authors: | LI Jian-min |
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| Affiliation: | LI Jian-min |
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| Abstract: | Based upon analysis of the monitoring data of mechanical deformation behavior of super-deep excavation supporting engineering the axial force of rock bolt in soil nailed wall and underground continuous wall,settlement on top of underground continuous wall and displacement of slope are summarized,which verified that supporting design is reliable. |
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| Keywords: | monitoring of foundation pit time-history analysis internal force of bolt monitoring point |
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