杨强, 王思源, 叶振南. 2019: 燕子河流域地质灾害发育特征及破坏模式分析. 工程地质学报, 27(s1): 289-295. DOI: 10.13544/j.cnki.jeg.2019136
    引用本文: 杨强, 王思源, 叶振南. 2019: 燕子河流域地质灾害发育特征及破坏模式分析. 工程地质学报, 27(s1): 289-295. DOI: 10.13544/j.cnki.jeg.2019136
    YANG Qiang, WANG Siyuan, YE Zhennan. 2019: ANALYSIS ON THE DEVELOPMENT OF GEOLOGICAL HAZARD AND FAILURE MODE IN YANZI RIVER BASIN. JOURNAL OF ENGINEERING GEOLOGY, 27(s1): 289-295. DOI: 10.13544/j.cnki.jeg.2019136
    Citation: YANG Qiang, WANG Siyuan, YE Zhennan. 2019: ANALYSIS ON THE DEVELOPMENT OF GEOLOGICAL HAZARD AND FAILURE MODE IN YANZI RIVER BASIN. JOURNAL OF ENGINEERING GEOLOGY, 27(s1): 289-295. DOI: 10.13544/j.cnki.jeg.2019136

    燕子河流域地质灾害发育特征及破坏模式分析

    ANALYSIS ON THE DEVELOPMENT OF GEOLOGICAL HAZARD AND FAILURE MODE IN YANZI RIVER BASIN

    • 摘要: 在分析燕子河流域地质环境背景基础上,依托调查成果,探讨了流域滑坡、崩塌灾害的破坏模式及演化过程。研究结果表明:受到地质、地貌及气候等条件的影响,流域内地质灾害主要为崩塌、滑坡、泥石流。空间上主要分布在沿岸斜坡及人类活动强度较大且相对集中的"一路一带"上,时间上多发生在7~9月降雨量集中期,具有群发性、突发性及反复性的特点。区内滑坡以覆盖层、浅层、小型、新滑坡为主,崩塌以岩质、小型、复合式、中低位为主,泥石流以中小型、暴雨沟谷型为主。崩塌灾害主要破坏模式可以分为碎裂-坠落、弯折-倾倒及碎裂-滑移3类;滑坡的主要破坏模式为蠕滑-拉裂式、滑移-拉裂式,各种破坏模式演化过程均经历灾害体变形、结构面受力变形扩展、结构面贯通、灾害体失稳破坏的演化过程。研究成果可以为地质灾害防治、城市规划、土地利用等提供技术支撑。

       

      Abstract: Based on the surveying results of geological hazard investigation, the development characteristics of geological hazard in the Yanzihe river basin were analyzed. Then, the failure modes of landslide and rockfall were studied. Results shows that the geological hazards in the study area are mainly consist of landslides, rockfallsand debris flows. Those disasters are mainly located in the valley slopes especially in the Kangxian County-Yangba town road where human activities are concentrated. Most of the geological hazardsare occurred during the rainy season from July to September. The landslides are mainly in small scale and occurred within shallow cover layers. The main type of rock fall is in small scale and are occurred in low rocky slopes. Then, the majority of debris flowswereoccurred in valley and driven by rainstorms. From the aspect of failure modes:most of the rock could be classified as fracturing-load falling, bending-topping and fracturing-sliding; the landslides could be classified as creep-tension creaking and sliding-tension cracking. The results offers technical support for geological hazard prevention, town planning, landuse and so on.

       

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