| 黄土深基坑土钉支护结构设计参数研究 |
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| 引用本文： | 王天武,王耀武. 黄土深基坑土钉支护结构设计参数研究[J]. 甘肃科学学报, 2007, 19(1): 136-139 |
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| 作者姓名： | 王天武 王耀武 |
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| 作者单位： | 1. 兰州理工大学,土木工程学院,甘肃,兰州,730050;甘肃省交通厅,工程处,甘肃,兰州,730030
2. 兰州理工大学,土木工程学院,甘肃,兰州,730050 |
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| 摘 要： | 以兰州某工程为实例,基于简单圆弧滑动条分法,研究了土钉支护结构内部整体稳定性安全系数与各设计参数之间的变化关系,得到了一些具有参考价值的分析结果,可为兰州地区深基坑支护结构设计提供借鉴.
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| 关 键 词： | 深基坑 土钉支护 设计参数 稳定性 安全系数 |
| 文章编号： | 1004-0366（2007）01-0136-04 |
| 收稿时间： | 2006-05-31 |
| 修稿时间： | 2006-05-31 |
Study on the Design Parameters of Soil Nailed Wall in Loess Deep Excavation |
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| WANG Tian-wu,WANG Yao-wu. Study on the Design Parameters of Soil Nailed Wall in Loess Deep Excavation[J]. Journal of Gansu Sciences, 2007, 19(1): 136-139 |
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| Authors: | WANG Tian-wu WANG Yao-wu |
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| Affiliation: | 1. School of Civil Engineering, Lanzhou University of Science and Technology, Lanzhou 730050, China; 2. Office of Engineering Work, Gansu Communications Bureau, Lanzhou 730030, China |
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| Abstract: | Combined with an engineering example parameters and the safety factors of internal stability is circular slice method. Some qualitative conclusions are design of supporting structures in Lanzhou area. in Lanzhou, the relationship between the design analyzed for the soil nailed wall based on the simple obtained, which can provide some references for the design of supporting structures in Lanzhou area. |
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| Keywords: | deep excavation soil nailed wall design parameters stability satety tactor |
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