| 深基坑土钉支护数值模拟 |
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| 引用本文： | 乔俊宇 徐国元. 深基坑土钉支护数值模拟[J]. 江西有色金属, 2005, 19(4): 21-24 |
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| 作者姓名： | 乔俊宇 徐国元 |
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| 作者单位： | 中南大学资源与安全工程学院,湖南长沙410083 |
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| 摘 要： | 基于FLAC3D的基本原理及其求解过程，对深基坑工程土钉墙支护做了数值模拟，对不同土钉长度、倾角的4种支护方案进行了对比选择。对所选支护方案的计算结果进行分析，得出一些有用的结论，对深基坑土钉墙支护设计及合理施工有一定的指导意义。
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| 关 键 词： | 深基坑 土钉 FLAC3D 数值模拟 |
| 文章编号： | 1005-2712(2005)04-0021-04 |
| 收稿时间： | 2005-09-20 |
| 修稿时间： | 2005-09-20 |
Numerical Simulation in Reinforcement for Deep Foundation Pit with Soil Nailing |
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| QIAO Jun-yu, XU Guo-yuan. Numerical Simulation in Reinforcement for Deep Foundation Pit with Soil Nailing[J]. Jiangxi Nonferrous Metals, 2005, 19(4): 21-24 |
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| Authors: | QIAO Jun-yu XU Guo-yuan |
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| Affiliation: | College of Resources and Safety Engineering, Central South University, Changsha 410083, Hunan, China |
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| Abstract: | Based on the theory and calculation procedure of FLAC3D, numerical simulation in reinforcement for deep foundation pit with soil nailing is carried out .Four kinds of reinforcement methods ,different soil nailing length and inclination are compared. Analysing the caculated results of chosed method, and gained some useful conclusions ,which gives some guiding significations for reinforcement of deep foundation pit designing and reasonable constructing. |
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| Keywords: | deep foundation pit soil nailing FLAC3D numerical simulation |
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