| 边坡重力式挡墙加固中挡墙型态对自身稳定性的影响 |
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| 引用本文： | 苏文辉,王新建.边坡重力式挡墙加固中挡墙型态对自身稳定性的影响[J].矿冶工程,2009,29(3). |
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| 作者姓名： | 苏文辉 王新建 |
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| 作者单位： | 1. 长沙市城市建设投资开发有限责任公司,湖南,长沙,410007
2. 长沙矿冶研究院,湖南,长沙,410012 |
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| 摘 要： | 基于利用UDEC数值模拟的各种挡墙在推力作用下的破坏模型,分析了不同挡墙形式自身的稳定性,结合工程实例,对挡墙形式进行了探讨,并证明仰斜式重力挡墙为最优挡墙形式。
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| 关 键 词： | 边坡加固 重力式挡墙 仰斜 垂直 俯斜 |
The Effect of the Shape of Gravity Retaining Wall on Its Stability in Slope Reinforcement |
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| SU Wen-hui,WANG Xin-jian.The Effect of the Shape of Gravity Retaining Wall on Its Stability in Slope Reinforcement[J].Mining and Metallurgical Engineering,2009,29(3). |
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| Authors: | SU Wen-hui WANG Xin-jian |
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| Affiliation: | 1.Changsha Urban Construction Investment & Development Co Ltd;Changsha 410007;Hunan;China;2.Changsha Research Institute of Mining and Metallurgy;Changsha 410012;China |
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| Abstract: | The self-stability of retaining wall of different types has been analyzed with damage models of each kind of retaining wall under thrust force.The gravity retaining wall slanting backward proved to be the best after discussion on the types of retaining wall with some engineering examples. |
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| Keywords: | slope reinforcement gravity retaining wall slanting backward vertical slanting inwards |
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