ISSN 1003-8035 CN 11-2852/P
    刘文,余天彬,王猛,等. 缓倾红层地区岩质崩塌基本特征及成因机理初步分析−以四川洪雅铁匠湾崩塌为例[J]. 中国地质灾害与防治学报,2023,34(5): 54-63. DOI: 10.16031/j.cnki.issn.1003-8035.202206027
    引用本文: 刘文,余天彬,王猛,等. 缓倾红层地区岩质崩塌基本特征及成因机理初步分析−以四川洪雅铁匠湾崩塌为例[J]. 中国地质灾害与防治学报,2023,34(5): 54-63. DOI: 10.16031/j.cnki.issn.1003-8035.202206027
    LIU Wen,YU Tianbin,WANG Meng,et al. Preliminary analysis on basic characteristics and mechanism of rockfalls in layered red rocks with gentle dip angle: A case study of the Tiejiangwan rockfall in Hongya County, Sichuan Province[J]. The Chinese Journal of Geological Hazard and Control,2023,34(5): 54-63. DOI: 10.16031/j.cnki.issn.1003-8035.202206027
    Citation: LIU Wen,YU Tianbin,WANG Meng,et al. Preliminary analysis on basic characteristics and mechanism of rockfalls in layered red rocks with gentle dip angle: A case study of the Tiejiangwan rockfall in Hongya County, Sichuan Province[J]. The Chinese Journal of Geological Hazard and Control,2023,34(5): 54-63. DOI: 10.16031/j.cnki.issn.1003-8035.202206027

    缓倾红层地区岩质崩塌基本特征及成因机理初步分析以四川洪雅铁匠湾崩塌为例

    Preliminary analysis on basic characteristics and mechanism of rockfalls in layered red rocks with gentle dip angle: A case study of the Tiejiangwan rockfall in Hongya County, Sichuan Province

    • 摘要: 红层区常发育缓倾角岩质边坡,因其软硬相间的岩性组合,地质灾害频发,灾害严重。基于光学卫星遥感、无人机航空摄影测量、现场调查等天空地一体化的技术手段,以2021年4月5日发生的四川洪雅铁匠湾缓倾角红层岩质崩塌为研究对象,探讨了崩塌的基本特征和成因机理,分析了铁匠湾陡崖区崩塌灾害发展趋势,以期为红层区类似灾害的研究提供资料支撑。结果表明:铁匠湾崩塌可分为主崩塌区和崩塌影响区两个区域,其中主崩塌区包括崩源区1处、铲刮区1处、堆积区1处、流水二次搬运堆积区1处,崩塌影响区包括潜在崩源区1处、扰动变形区5处。崩塌源区具有“上硬下软”的岩石组合,岩体发育两组近于垂直的优势结构面,2013年已表现出变形迹象,在降雨、温差的持续作用下导致源区危岩体的最终失稳垮塌,巨大的冲击力作用于危岩体下方的老崩塌堆积体和基岩,引起崩塌-碎屑流灾害链。在光学遥感影像解译和野外调查的基础上,认为铁匠湾崩塌存在二次崩塌的风险,在崩塌邻区识别出类似崩塌隐患点6处,建议采用无人机、机载LiDAR等技术手段开展铁匠湾陡崖区崩塌隐患的早期识别与持续监测。

       

      Abstract: Gentle dip angle rock slopes are often developed in layered red rocks, which are prone to geological disasters due to the combination of soft and hard lithology. This paper discusses the Tiejiangwan rockfall that occurred on April 5, 2021, in Hongya County of Sichuan province, China, on a layered red rocks slope with a gentle dip angle. Using an air-space-ground integrated earth observation network, including optical remote sensing, UAV aerial photogrammetry, and on-site investigation, the study analyzes the basic characteristics and mechanism of rockfall and predicts the development trend of similar disasters in the steep cliff area of layered red rocks. The results show that the Tiejiangwan rockfall can be divided into two areas, namely the main rockfall area and the rockfall influence area. The main rockfall area comprises one rockfall source area, one shoveling area, one accumulation area, and one water secondary transportation accumulation area. The rockfall influence area includes one potential rockfall source area and five disturbance deformation areas. The rockfall source area has a combination of hard rocks at the top and soft rocks at the bottom, and the rock mass develops two groups of nearly vertical dominant structural planes. In 2013, the source area showed signs of deformation, which eventually lead to the instability of the dangerous rock mass due to the continuous effect of rainfall and temperature differences. The huge impact force caused the rockfall debris flow disaster chain, affecting the old rockfall accumulation body and bedrock under the dangerous rock mass. Optical remote sensing images and field investigation indicate the risk of secondary collapse in Tiejiangwan rockfall. Additionally, six similar potential rockfalls were identified in the adjacent area. To prevent similar disasters, it is recommended to use UAV aerial photogrammetry and airborne LiDAR for early identification and continuous monitoring of potential rockfalls in the steep cliff area of the Tiejianwan. The findings of this study provide valuable data support for the study of similar disasters in layered red rocks.

       

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