| 基坑失稳及加固措施技术分析 |
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| 引用本文： | 李磊. 基坑失稳及加固措施技术分析[J]. 广东公路交通, 2014, 0(3): 62-64 |
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| 作者姓名： | 李磊 |
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| 作者单位： | 广东省南粤交通投资建设有限公司,广州510101 |
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| 摘 要： | 基坑在支护完成后放置过程中,会出现局部变形过大和失稳现象。为解决变形和失稳问题分别采取了处理措施。经处理后变形过大的区段得到了有效控制,基坑顺利完成了后续施工。
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| 关 键 词： | 基坑 失稳,土钉 锚索 |
Analysis on Instability and Reinforcing Measures for Foundation Pit |
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| LI Lei. Analysis on Instability and Reinforcing Measures for Foundation Pit[J]. Guangdong Highway Communications, 2014, 0(3): 62-64 |
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| Authors: | LI Lei |
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| Affiliation: | LI Lei ( Guangdong Nanyue Transportation Investment ＆ Construction Co, Ltd. , Guangzhou 510101 ) |
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| Abstract: | There will be excessive deformation and instability for foundation pits during construction,to solve the problem treat-ment measures have to be taken. After treatment,the excessive deformation zone has been effectively controlled and the subse-quent construction has been completed successfully. |
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| Keywords: | foundation pit instability soil nailing anchor cable |
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