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土钉支护结构中土钉长度的设计研究
引用本文:周勇,朱彦鹏.土钉支护结构中土钉长度的设计研究[J].建筑科学,2007,23(7):57-60,27.
作者姓名:周勇  朱彦鹏
作者单位:兰州理工大学,土木工程学院,兰州,730050;兰州理工大学,土木工程学院,兰州,730050
基金项目:兰州理工大学校科研和教改项目
摘    要:土钉支护结构由于其诸多优点在深基坑中得到广泛应用,但是土钉长度布置问题一直是一个热点问题。本文研究了土钉长度的布置方式,结合工程实践,基于内部整体稳定性安全系数最小值的限制原则分析了土钉钻孔直径、水平倾角以及土钉间距等设计参数对土钉长度的影响,最后分析了不同土钉长度布置方式对安全系数的影响,所得结论可供工程技术人员参考。

关 键 词:土钉支护结构  土钉长度  布置方式  安全系数
文章编号:1002-8528(2007)07-0057-04
收稿时间:2006-06-08
修稿时间:2006-06-08

Study on the Design of Soil-Nailed Lengths for Soil Nailed Walls
ZHOU Yong,ZHU Yan-peng.Study on the Design of Soil-Nailed Lengths for Soil Nailed Walls[J].Building Science,2007,23(7):57-60,27.
Authors:ZHOU Yong  ZHU Yan-peng
Affiliation:School of Civil Engineering, Lanzhou University of Technology, Lanzhou 730050, China
Abstract:The soil nailed wall is applied widely in deep excavation for its many advantages,but the layout issue about soil-nailed lengths is always a hot topic.In this paper,the layout of soil-nailed lengths is discussed.In combination with the engineering practice,the influence of the design parameters such as boring hole diameter,inclination angle and spacing of soil nails on the soil-nailed lengths is studied based on the principle of the limited minimum safety factor of the internal overall stability.Finally,the influence of different layout of soil-nailed lengths on the safety factor of stability of the soil nailed wall is studied.The conclusions obtained can provide some references for the engineering technicians.
Keywords:soil nailed wall  soil-nailed length  layout  safety factor
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