| 深基坑边坡支护信息化施工技术研究 |
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| 引用本文： | 丰丽林.深基坑边坡支护信息化施工技术研究[J].湖南环境生物职业技术学院学报,2007,13(3):53-55. |
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| 作者姓名： | 丰丽林 |
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| 作者单位： | 衡阳市建设工程质量监督站,湖南,衡阳,421001 |
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| 摘 要： | 运用位移监控信息、土体平衡原理、护壁桩支撑设计原理指导深基坑支护适应基坑深度变大的难题,具有施工方便、经济、安全的、工期短等特点,为在闹市区深基坑支护施工提供了经验.图1,表1,参7.
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| 关 键 词： | 基坑支护 斜支撑 平衡土体 位移监控 |
| 文章编号： | 1671-6361（2007）03-0053-03 |
| 修稿时间： | 2007-02-17 |
Informational Construction Technique Research on Support and Protection of Excavated Building Foundation Deep Side Slope |
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| FENG Li-lin.Informational Construction Technique Research on Support and Protection of Excavated Building Foundation Deep Side Slope[J].JOurnal of Hunan Environment Biological Polytechnic,2007,13(3):53-55. |
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| Authors: | FENG Li-lin |
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| Institution: | Hengyang construction project quality surveillance station, Hengyan 421001, China |
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| Abstract: | Using the displacement monitoring information,the soil body principle of balance,the support design principle of wall-protection pile instructs the difficult problem of the support and protections of deep hole excavated for building foundation is adapted to the enlargement of foundation depth.This method is economical and safe,and it constructed conveniently,These characteristics can provide valuable experience in its construction in the downtown area.1fig.,1tab.,7refs. |
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| Keywords: | support Excavated slanging suppour soil body principle of balance displacement monitoring |
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