| 条分法应用于土钉支护稳定性分析的探讨 |
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| 引用本文： | 刘贵平,宋超业,温小军,周玉斌. 条分法应用于土钉支护稳定性分析的探讨[J]. 工程建设与设计, 2004, 0(5): 14-16 |
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| 作者姓名： | 刘贵平 宋超业 温小军 周玉斌 |
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| 作者单位： | 1. 江西有色地质勘察一队,江西鹰潭,335000
2. 南方冶金学院,江西赣州,34100 |
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| 摘 要： | 针对条分法在数学力学上的缺陷论述了由此造成的对工程设计施工的潜在危害，提出基于次生应力分布下的土钉支护设计施工中应注意的问题，并对土钉支护稳定性研究进行了展望．
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| 关 键 词： | 深基坑 边坡稳定 条分法 土钉支护 |
| 文章编号： | 1007-9467(2004)05-0014-03 |
| 修稿时间： | 2004-02-09 |
The discussion of slice methoed in soil-nail braced structure stability analysis |
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| LIU Gui-ping,SONG Chao-ye,WEN Xiao-jun,ZHOU Yu-bin. The discussion of slice methoed in soil-nail braced structure stability analysis[J]. Construction & Design for Project, 2004, 0(5): 14-16 |
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| Authors: | LIU Gui-ping SONG Chao-ye WEN Xiao-jun ZHOU Yu-bin |
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| Affiliation: | LIU Gui-ping1,SONG Chao-ye2,WEN Xiao-jun1,ZHOU Yu-bin2 |
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| Abstract: | This paper discussed the latent endangerment in the des ign and construction of soil-nail braced structure caused by the defect of the s lice method in the theory of mathematics and mechanics. Some advice of soil-nail braced structure are given based on the distribution of secondary stress in exc avation. The expectation of soil-nail braced structure research are also present ed. |
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| Keywords: | deep foundation slope stability slice method soil-nail braced st ructure |
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