| 坝陵河悬索桥西岸隧道式锚碇及其边坡的岩体工程地质力学研究 |
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| 引用本文： | 袁顺友. 坝陵河悬索桥西岸隧道式锚碇及其边坡的岩体工程地质力学研究[J]. 贵州工业大学学报(自然科学版), 2007, 36(3): 80-82 |
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| 作者姓名： | 袁顺友 |
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| 作者单位： | 武警交通直属工程部第二工程处,湖北宜昌443000 |
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| 摘 要： | 以坝陵河悬索桥为例,鉴于锚碇式受到地形、地质条件的限制,在施工图设计阶段,进行坝陵河悬索桥西岸隧道式锚碇及其边坡的岩体工程地质力学研究.包括:锚碇围岩工程地质条件、锚碇围岩工程力学特性、锚碇围岩渗透及抗溶蚀特性等方面.
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| 关 键 词： | 悬索桥 隧道式锚碇 岩体地质 大体积混凝土 |
| 文章编号： | 1009-0193（2007）03-0080-03 |
| 修稿时间： | 2007-01-06 |
The Tunnel Anchorage and its Engineering Geological Mechanics and Rock Slope in West Bank of Suspension Bridge of Balinghe River |
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| YUAN Shun-you. The Tunnel Anchorage and its Engineering Geological Mechanics and Rock Slope in West Bank of Suspension Bridge of Balinghe River[J]. Journal of Guizhou University of Technology(Natural Science Edition), 2007, 36(3): 80-82 |
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| Authors: | YUAN Shun-you |
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| Affiliation: | The Second Engineering Department of Traffic Armed Police, Yichang 443000, China |
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| Abstract: | For suspension bridge of Balinghe River, in the construction design stage, because of the limit of topographical and geological condition of Balinghe River for the West Bank Bridge Tunnel Anchorage,some problems about engineering geological mechanics and its rock slope are discussed such as engineering geological conditions, rock mechanical properties, rock penetration and anti- corrosion properties. |
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| Keywords: | suspension bridge tunnel anchorage rock geology massive concrete |
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