| 隆百高速公路第三系泥岩边坡变形机理及防护 |
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| 引用本文： | 唐正辉,陈钊,农承尚. 隆百高速公路第三系泥岩边坡变形机理及防护[J]. 西部交通科技, 2009, 0(9): 11-14 |
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| 作者姓名： | 唐正辉 陈钊 农承尚 |
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| 作者单位： | 广西壮族自治区交通规划勘察设计研究院,广西,南宁,530011 |
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| 摘 要： | 文章根据第三系泥岩边坡的变形破坏特征,从岩石特性、环境条件和人为因素等方面,对边坡变形机理进行分析,并结合广西隆林-百色高速公路工程实例,对第三系泥岩高边坡的防护要点及设计与施工过程中应注意的事项进行了介绍。
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| 关 键 词： | 道路工程 高边坡 第三系泥岩 变形机理 防护 |
The Distortion Principle and Protection Method of Longlin-Baise Highway Tertiary Side slope |
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| TANG Zheng-hui,CHEN Zhao,NONG Cheng-shang. The Distortion Principle and Protection Method of Longlin-Baise Highway Tertiary Side slope[J]. Western China Communication Science & Technology, 2009, 0(9): 11-14 |
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| Authors: | TANG Zheng-hui CHEN Zhao NONG Cheng-shang |
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| Affiliation: | (Guangxi Communication Planning, Survey and Design Institute, Nanning, Guangxi, 530011 ) |
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| Abstract: | Based on the distortion and destruction property of tertiary mudstone side slope,the article analyzes the principle of side slope distortion from the perspective of rock s characteristic,environment condition and human factors.Taking the Longlin-Baise highway construction project as an example,the article introduces the protection methods and other things that need to be paid attention during the project design and construction. |
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| Keywords: | Road construction High slope Tertiary mudstone Principle of distortion Protection |
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