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低山丘陵区典型滑坡-泥石流链生灾害特征与成灾机理

冯文凯, 贾邦中, 吴义鹰, 吴钟腾, 白慧林. 低山丘陵区典型滑坡-泥石流链生灾害特征与成灾机理[J]. 中国地质灾害与防治学报, 2022, 33(1): 35-44. doi: 10.16031/j.cnki.issn.1003-8035.2022.01-05
引用本文: 冯文凯, 贾邦中, 吴义鹰, 吴钟腾, 白慧林. 低山丘陵区典型滑坡-泥石流链生灾害特征与成灾机理[J]. 中国地质灾害与防治学报, 2022, 33(1): 35-44. doi: 10.16031/j.cnki.issn.1003-8035.2022.01-05
FENG Wenkai, JIA Bangzhong, WU Yiying, WU Zhongteng, BAI Huilin. Characteristics and mechanism of landslide-debris flow chain disaster in low mountain and hilly terrain[J]. The Chinese Journal of Geological Hazard and Control, 2022, 33(1): 35-44. doi: 10.16031/j.cnki.issn.1003-8035.2022.01-05
Citation: FENG Wenkai, JIA Bangzhong, WU Yiying, WU Zhongteng, BAI Huilin. Characteristics and mechanism of landslide-debris flow chain disaster in low mountain and hilly terrain[J]. The Chinese Journal of Geological Hazard and Control, 2022, 33(1): 35-44. doi: 10.16031/j.cnki.issn.1003-8035.2022.01-05

低山丘陵区典型滑坡-泥石流链生灾害特征与成灾机理

  • 基金项目: 国家自然科学基金(41977252;U2005205);中国地质调查局地质调查项目(DD20190637);地质灾害防治与地质环境保护国家重点实验室自主探索课题(SKLGP2020Z001);自然资源部丘陵山地地质灾害防治重点实验室(福建省地质灾害重点实验室)开放基金(FJKLGH2021K006)
详细信息
    作者简介: 冯文凯(1974-),男,博士,教授,博士生导师,主要从事岩土工程与地质工程教学与科研工作。E-mail: fengwenkai@cdut.cn
  • 中图分类号: P642.2

Characteristics and mechanism of landslide-debris flow chain disaster in low mountain and hilly terrain

  • 2019年6月10—13日,龙川县发生持续强降雨,导致全县境内发生大量滑坡、泥石流灾害,贝岭镇米贝村是三个重灾区之一。本文以贝岭镇米贝村6号沟发生的滑坡-泥石流链生灾害为研究对象,在野外精细化调查测量基础上,结合数值模拟分析与计算,对链生灾害特征与成灾机理展开研究。研究发现:①6号沟内共发育7处浅层土质小型滑坡,仅3号滑坡体与部分6号滑坡体转化为泥石流,构成泥石流主要物源,其余滑坡未构成持续性影响;②持续降雨下渗,坡体由非饱和向饱和状态转变,坡表形成连续饱和区,孔隙水压力的增加与孔隙水的软化促使土体强度降低,加之坡体饱和自重的增大,斜坡发生浅表层失稳破坏;③降雨的持续下渗与支沟沟源“漏斗状”地形下的地表汇水快速增大滑坡松散堆积体内的含水率,促使其物理性质发生变化,在重力势能下呈流态状启动、运动转化为泥石流。降雨结构影响滑坡-泥石流链生过程,前期降雨引发滑坡、后期降雨启动形成泥石流,滑坡与泥石流的发生表现出阶段性特征。研究成果有助于指导当地政府进一步开展滑坡-泥石流链生灾害的防灾减灾工作,也为该地区未来区域预警研究工作提供理论支撑。

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  • 图 1  花岗岩残积土特征

    Figure 1. 

    图 2  早期流水搬运沉积物特征

    Figure 2. 

    图 3  沟道内滑坡灾害分布特征

    Figure 3. 

    图 4  3号滑坡局部变形破坏特征

    Figure 4. 

    图 5  6号滑坡全貌特征

    Figure 5. 

    图 6  支沟滑坡-泥石流链生灾害纵断面特征

    Figure 6. 

    图 7  支沟侵蚀破坏特征

    Figure 7. 

    图 8  探槽揭露泥石流堆积物特征

    Figure 8. 

    图 9  房屋变形破坏特征

    Figure 9. 

    图 10  破坏房屋与淤积泥线

    Figure 10. 

    图 11  3号滑坡工程地质剖面图

    Figure 11. 

    图 12  计算模型

    Figure 12. 

    图 13  不同降雨阶段模型渗流场变化特征

    Figure 13. 

    图 14  坡体稳定性系数随降雨时间变化趋势

    Figure 14. 

    图 15  小时降雨量

    Figure 15. 

    图 16  不同沟道位置处泥石流流速特征

    Figure 16. 

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出版历程
收稿日期:  2021-11-22
修回日期:  2022-01-26
刊出日期:  2022-02-25

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