| 万州区边坡崩塌失稳模式研究 |
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| 引用本文： | 苏天明, 伍法权, 祝介旺, 刘彤, 杨子君, 姚震寰. 2006: 万州区边坡崩塌失稳模式研究. 工程地质学报, 14(S1): 337-343. |
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| 作者姓名： | 苏天明 伍法权 祝介旺 刘彤 杨子君 姚震寰 |
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| 作者单位： | 1.交通部公路科学研究院 北京 100088;;2.中国科学院工程地质重点实验室 北京 100029;;3.河北软件职业技术学院 保定 071000;;4.淮安市水利勘察设计研究院 淮安 223000 |
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| 摘 要： | 通过对万州地区工程地质条件的分析,对该地区边坡崩塌失稳形成原因及模式进行了详细研究。考虑危岩体岩性、崩塌失稳的运动方式、崩塌失稳发展顺序、危岩体破坏形成原因等方面因素,对崩塌失稳模式进行了多角度的分类。
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| 关 键 词： | 边坡 崩塌 失稳模式 |
RESEARCH ON COLLAPS MODEL OF HIGH CUTTING SLOPE IN WANZHOU DISTRICT |
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| SU Tianming, WU Faquan, ZHU Jiewang, LIU Tong, YANG Zijun, YAO Zhenhuan. 2006: RESEARCH ON COLLAPS MODEL OF HIGH CUTTING SLOPE IN WANZHOU DISTRICT. JOURNAL OF ENGINEERING GEOLOGY, 14(S1): 337-343. |
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| Authors: | SU Tianming WU Faquan ZHU Jiewang LIU Tong YANG Zijun YAO Zhenhuan |
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| Affiliation: | 1.Research Institute of Highway Milistry of Communications, Beijing 100088;;2.Institute of Geology and Geophysics, Chinese Academy of Sciences, Beijing 100029;;3.Hebei Software Institute, Baoding, 071000;;4.Surevey and Design Company of Huai'an Water Resources, Huai'an 223000 |
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| Abstract: | In this paper, modes and causes of collapse of high slope in Wanzhou disfrict are researched through the analysis engineering geological conditions. New collapse modes of high slopes are derived through comprehensively study of rock mass lithology, the conditions and development processes of collapses, forming and extending of unstable rock mass. Then the slope collapse hazards are detailed in this paper. |
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| Keywords: | Slope Collapse Modes of unstable rock mass |
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