| 多支撑基坑周围土体变形的计算 |
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| 引用本文： | 屈 纲. 多支撑基坑周围土体变形的计算[J]. 湖南工业大学学报, 2007, 21(5): 15-17 |
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| 作者姓名： | 屈 纲 |
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| 作者单位： | 株洲市市政建设重点工程指挥部办公室,湖南,株洲,412007 |
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| 摘 要： | 利用弹性理论对深基坑周围的应力状态变化进行了分析;基于分层总和法,推出了深基坑周围土体的水平位移和沉降计算的解析算式。为验证方法的可行性,对某工程实例进行了计算,计算结果与实测结果吻合较好。
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| 关 键 词： | 多支撑 基坑 弹性理论 土压力 |
| 文章编号： | 1673-9833（2007）05-0015-03 |
| 收稿时间： | 2007-08-21 |
Calculation on Deformation of Soil Surrounding Foundation Pits with Multi-Braced |
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| Qu Gang. Calculation on Deformation of Soil Surrounding Foundation Pits with Multi-Braced[J]. Journal of Hnnnan University of Technology, 2007, 21(5): 15-17 |
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| Authors: | Qu Gang |
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| Affiliation: | Zhuzhou Municipal Office Headquarters Building Key Projects, Zhuzhou Hunan 412007, China |
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| Abstract: | The variation in stress state of soils surrounding deep foundation pits is analyzed by elastic theorya,nd based on layer-wise summation methoda,series of analytical formulae,the horizontal displacement and settlement of soils surrounding deep pits are derived.To prove the feasibility of the proposed methoda,n engineering case is calculated by using this method,the results show that the calculating values and the measured values are agree with well. |
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| Keywords: | multi-braced foundation pits elastic theory earth pressure |
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