| 浅谈土钉墙的内部整体稳定性 |
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| 引用本文： | 夏念恩,谭正清.浅谈土钉墙的内部整体稳定性[J].黄冈职业技术学院学报,2007,9(2):92-95. |
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| 作者姓名： | 夏念恩 谭正清 |
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| 作者单位： | 黄冈职业技术学院,湖北,黄冈,438002 |
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| 摘 要： | 本文对《建筑基坑支护技术规程》(JGJ120-99)和《基坑土钉支护技术规程》(CECS96:97)中有关土钉支护设计的计算方法,从土钉墙的内部整体稳定性分析这一个方面进行分析和比较,并给出了这两种规程的相对安全水平。
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| 关 键 词： | 内部整体稳定性 土钉墙支护 深基坑 |
| 文章编号： | 1672-1047（2007）02-0092-04 |
| 修稿时间： | 2007-05-04 |
Brief analysis on the internal integrate stability of the sail tack wall |
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| Xia Nian-en,Tan Zheng-qing.Brief analysis on the internal integrate stability of the sail tack wall[J].Journal of Huanggang Polytechnic,2007,9(2):92-95. |
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| Authors: | Xia Nian-en Tan Zheng-qing |
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| Institution: | Huanggang polytechnic Huanggang 438002 Hubei |
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| Abstract: | The thesis compares and analyzes the internal global stability calculation methods for the safety factor specified in Technical Specification for Retaining and Protection of Building Foundation Excavations(JGJ120-99) and Technical specification for soil nailing in foundation Excavations(CECS96:97).At the same time,the relative safety level of these two specification is given. |
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| Keywords: | Internal global stability Soil-nailing-wall-supporting Deep foundation pit |
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