| 湖南渫水皂市水利枢纽右岸高边坡稳定性研究 |
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| 引用本文： | 刘世斌,罗岚,郭麒麟.湖南渫水皂市水利枢纽右岸高边坡稳定性研究[J].资源环境与工程,2004,18(1):26-31. |
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| 作者姓名： | 刘世斌 罗岚 郭麒麟 |
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| 作者单位： | 长江水利委员会第九工程勘测院;长江水利委员会第九工程勘测院;长江水利委员会第九工程勘测院 |
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| 摘 要： | 皂市水利枢纽右岸人工边坡最高达到110-140m,边坡稳定性及其对施工期和运行期的安全影响是枢纽工程的主要地质问题之一。针对边坡岩性组合、岩体力学特征、地层结构和结构面发育特征,提出了边坡工程地质分区以及各区的边坡变形和失稳模式,进而评价了边坡各部位的稳定性。
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| 关 键 词： | 皂市 水利枢纽 高边坡稳定性 |
| 修稿时间： | 2003年12月11 |
RESEARCH ON THE STABILITY OF THE RIGHT BANK SLOPE IN THE ZAOSHI HYDROPOWER PROJECT OF HUNAN PROVINCE |
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| Liu Shibin Luo Lan Guo Qilin.RESEARCH ON THE STABILITY OF THE RIGHT BANK SLOPE IN THE ZAOSHI HYDROPOWER PROJECT OF HUNAN PROVINCE[J].Resources Environment & Engineering,2004,18(1):26-31. |
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| Authors: | Liu Shibin Luo Lan Guo Qilin |
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| Abstract: | The excavated slope height of right bank in Zaoshi hydropower arrive to 140m. The slope stability and the slope safety during the construction and the function become one of the most important engineering geological problems. According to the rock combination, rock mechanic characteristics, geological structure and discontinuity feature, the special engineering geological division and the slope deformation failure models are proposed. And the slope stability assessment of the different parts is given. |
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| Keywords: | Zaoshi Hydropower Large - scale slope stability |
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