| 白龙核电站厂区道路2~#边坡稳定性综合评价 |
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| 引用本文： | 黄仲,罗世毅,李同录.白龙核电站厂区道路2~#边坡稳定性综合评价[J].西部交通科技,2011(5):22-26. |
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| 作者姓名： | 黄仲 罗世毅 李同录 |
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| 作者单位： | 1. 广西交通科学研究院,广西南宁,530007
2. 长安大学,陕西西安,710054 |
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| 摘 要： | 文章根据白龙核电站厂区道路2#边坡的工程实际情况、坡体结构和岩体结构,采用工程地质类比法、赤平投影图解分析法、强度折减法及极限平衡法对边坡稳定性进行了定性与定量分析,揭示了边坡合理的综合开挖坡角,并提出了相应的边坡排水和防护措施。
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| 关 键 词： | 道路 边坡稳定性 综合评价 |
The Stability Evaluation of Bailong Nuclear Power Station Side Slope No.2 |
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| HUANG Zhong,LUO Shi-yi,LI Tong-lu.The Stability Evaluation of Bailong Nuclear Power Station Side Slope No.2[J].Western China Communication Science & Technology,2011(5):22-26. |
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| Authors: | HUANG Zhong LUO Shi-yi LI Tong-lu |
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| Institution: | HUANG Zhong1,LUO Shi-yi1,LI Tong-lu2(1.Guangxi Transportation Research Institute,Nanning,Guangxi,530007,2.Chang'an University,Xi'an,Shanxi,710054) |
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| Abstract: | According to the construction condition and rock and slope structure of Bailong nuclear power station side slope No.2,the article performs quantitative and qualitive analysis on slope stability by using construction geological comparison,stereographic projection graphic analysis method,strength reduction method and finite balance method.It reveals the way to excavate the slope angel,and also proposes the corresponding slope drainage and protection method. |
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| Keywords: | Road Side slope stability Comprehensive evaluation |
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