| 抗滑桩设计锚固长度影响因素分析 |
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| 引用本文： | 刘会娟,罗一农.抗滑桩设计锚固长度影响因素分析[J].路基工程,2010,0(2):177-178. |
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| 作者姓名： | 刘会娟 罗一农 |
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| 作者单位： | 中铁二院工程集团有限责任公司, 成都 610031 |
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| 摘 要： | 文章分析了岩层地基横向容许承载力σH]、土层地基系数随深度变化的比例系数m、土层内摩擦角φ及地面横坡对抗滑桩锚固段长度H2的影响程度和影响规律,对工程设计中相关参数的确定和计算方法的选取提供了参考依据。
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| 关 键 词： | 抗滑桩 锚固段 影响因素 |
| 收稿时间： | 2019-11-09 |
Analysis on Influencing Factors of Design Anchoring Length of Anti-slide Pile |
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| Authors: | LIU Hui-juan LUO Yi-nong |
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| Affiliation: | China Railway Eryuan Engineering Group Co./a>;Ltd./a>;Chengdu 610031/a>;China |
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| Abstract: | This paper analyzes the influencing degree and rule of rock foundation lateral allowable bearing pressure σH ] , soil foundation coefficient changes factor m with thickness, soil foundation inner friction angle φ and ground cross slope against the anchoring length of anti-slide pile so as to provide reference for determination of relevant parameters and selection of calculation methods in engineering design. |
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| Keywords: | ant-islide pile anchoring section influencing factors |
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