| 卧牛山路堑边坡稳定性评价及加固方案设计 |
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| 引用本文： | 边国强,崔长俊.卧牛山路堑边坡稳定性评价及加固方案设计[J].勘察科学技术,1998(6):32-36. |
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| 作者姓名： | 边国强 崔长俊 |
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| 作者单位： | 冶金部勘察研究总院!河北保定071067(边国强，张景成)，山东滨州公路监理公司!山东滨州256600(崔长俊) |
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| 摘 要： | 目前．山区修建高速公路在我国已逐年增多，但对深挖路堑边坡设计重要性的认识尚有待提高。该文通过介绍化～临高速公路卧牛山深挖路堑边坡的稳定性评价方法，提出了合理的设计方案，旨在帮助有关设计人员在进行高速公路深挖路堑边坡设计时采用合理的设计依据．以保证工程质量。
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| 关 键 词： | 高速公路 深挖路堑边坡 评价 加固 |
SLOPE STABILITY ASSESSMENT AND STRENGTHENING SCHEME DESIGN OF MT. WONIUSHAN CUT |
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| Bian Guoqiang, Zhang Jingcheng.SLOPE STABILITY ASSESSMENT AND STRENGTHENING SCHEME DESIGN OF MT. WONIUSHAN CUT[J].Site Investigation Science and Technology,1998(6):32-36. |
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| Authors: | Bian Guoqiang Zhang Jingcheng |
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| Affiliation: | Bian Guoqiang; Zhang Jingcheng(Central Institute of Geotechnical lnvestigatio11. Ministry of Metallurgical Industry)Cui Changjun(Shandong Bi11zhou Highway Supervision Corporation) |
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| Abstract: | At present. the construction of freeway in mountainous regions is increasing year By year in China. Thence. the understanding of the design of deep excavation cut slope has to be enhanced. By the introduction of the method of stability assessment of the Mt. Woniushan deep excavation cut slope of Hua- Linfreeway. this paper presents a rational design scheme. It aims to help the related designers to adopt rational basis in conducting the deep excavation cut slope design of freeway. so as to guarantee the quality of the project. |
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| Keywords: | freeway slope of deep excavation cut assessment strengthening |
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