| 谈格栅状布置搅拌桩处理挡墙下深厚软基 |
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| 引用本文： | 陈嘉环,韩丽君. 谈格栅状布置搅拌桩处理挡墙下深厚软基[J]. 山西建筑, 2012, 38(12): 79-80 |
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| 作者姓名： | 陈嘉环 韩丽君 |
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| 作者单位： | 1. 天津城建设计院,天津,300072
2. 天津市水利勘测设计院,天津,300204 |
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| 摘 要： | 结合天津北塘地区水系工程挡墙设计,初步探讨了墙下深厚软基处理方案,对搅拌桩的承载力、复合地基承载力等计算进行了比较,分析了搅拌桩布置方式对挡墙抗滑稳定的影响,积累相关经验从而指导同类工程施工。
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| 关 键 词： | 悬臂式挡土墙 软基 承载力 格栅状布置 抗滑稳定 |
On treatment of deep soft foundation under retaining walls with grid layout mixing piles |
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| CHEN Jia-huan,HAN Li-jun. On treatment of deep soft foundation under retaining walls with grid layout mixing piles[J]. Shanxi Architecture, 2012, 38(12): 79-80 |
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| Authors: | CHEN Jia-huan HAN Li-jun |
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| Affiliation: | 1.Tianjin Urban Construction and Design Institute,Tianjin 300072,China; 2.Tianjin Survey and Design Institute of Water Conservancy,Tianjin 300204,China) |
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| Abstract: | Combining with the retaining wall design in the water system works at Beitang District of Tianjin,the study explores the treatment scheme for the deep soft foundation under the retaining walls,compares the calculation of the loading capacity of the mixing piles and the composite foundation,and analyzes the influence of the mixing pile layout on the anti-sliding and stability of the retaining walls,so as to accumulate relative experience and direct similar projects. |
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| Keywords: | cantilevel retaining wall soft foundation loading capacity grid layout anti-sliding and stability |
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