| 深基坑失稳的加固支护实例分析 |
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| 引用本文： | 李铭,吴启红.深基坑失稳的加固支护实例分析[J].成都大学学报(自然科学版),2012,31(2):176-180. |
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| 作者姓名： | 李铭 吴启红 |
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| 作者单位： | 1. 广东有色工程勘察设计院,广东广州,510800
2. 成都大学城乡建设学院,四川成都,610106 |
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| 摘 要： | 以某深基坑失稳后进行支护加固设计为例,根据基坑周边环境及地形地貌,综合考虑多方因素后,采用多种支护形式(桩锚、双排桩)分段对基坑进行支护.工程实践证明,本加固设计方案具有一定的创新性及实用性.
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| 关 键 词： | 深基坑 支护加固 失稳 桩锚支护 双排桩 |
Case Analysis on Reinforced Support to One Instable Deep Foundation Pit |
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| LIMing,WU Qihong.Case Analysis on Reinforced Support to One Instable Deep Foundation Pit[J].Journal of Chengdu University (Natural Science),2012,31(2):176-180. |
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| Authors: | LIMing WU Qihong |
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| Institution: | 1. Cuangdong Nonferrous Metals Engineering Investigation Design Institute, C, uangzhou 510080, 2.School d Urban and Rural Construction, Chengdu University, Chengdu 610106, China) |
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| Abstract: | Reinforced support to an instable deep foundation pit was taken as an example in this paper. According to the nearby reinforced conditions and topography, considering many factors comprehensively, different supporting measures like anchor-pile supporting and double row piles supporting were used in the supporting design, which proved that the scheme has certain innovation and practicality. |
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| Keywords: | deep foundation pit support reinforcement instability anchor-pile supporting double row piles |
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