四川茂县新磨村高速滑坡数值模拟研究
Numerical Simulation of Xinmo Village Expressway Landslide in Mao County, Sichuan Province
DOI: 10.12677/hjce.2025.149244, PDF,   
作者: 郭小泉:华北水利水电大学地球科学与工程学院,河南 郑州
关键词: 新磨村滑坡高速远程滑坡–碎屑流DAN-3DXinmo Village Landslide High-Speed and Remote Landslide-Debris Flow DAN-3D
摘要: 2017年6月24日上午6时左右,四川省茂县叠溪镇新磨村发生特大高速远程滑坡。这次山体滑坡掩埋了64座房屋,造成10人死亡,另有73人失踪。这是近年来中国发生的最严重的灾难性山体滑坡事件之一,引起了国内外公众和学术界的广泛关注。高速远程滑坡是一种典型的滑坡,因为运动速度快,距离长而得名,其高速启动机理和运动特征一直是地质灾害领域研究的热点问题,而四川茂县新磨村滑坡就属于典型的高速远程滑坡–碎屑流。本文以四川省茂县叠溪镇新磨村滑坡为研究对象,通过资料收集、详细的现场调查和数值模拟,对滑坡的特征和成因机制进行了简单的分析和研究。其次,建立了新磨村滑坡的地质模型,借助DAN-3D数值软件,进行滑坡运动过程模拟。将模拟后的运动特征与堆积形态与真实情况对比,发现两者基本一致,由此得出结论,DAN-3D数值模拟可以较为真实地还原滑坡运动过程,从而可以对其它滑坡进行早期模拟与预测,以期为滑坡的识别和防治提供技术支撑。
Abstract: At around 6 am on June 24, 2017, a huge high-speed remote landslide occurred in Xinmo village, Diexi town, Mao County, Sichuan province. The landslide buried 64 homes, causing 10 deaths and leaving 73 others missing. It was one of the worst catastrophic landslides to occur in China in recent years, and has attracted wide attention from the public and academia at home and abroad. High speed and long distance landslide is a typical type of landslide, which is named for its fast moving speed and long distance. Its high speed starting mechanism and moving characteristics have been a hot topic in the field of geological disasters. The Xinmo village landslide in Mao County, Sichuan Province is a typical high-speed and long-distance landslide-debris flow. Taking Xinmo village landslide in Diexi Town, Mao County, Sichuan Province as the research object, this paper makes a simple analysis and study on the characteristics and genetic mechanism of the landslide through data collection, detailed field investigation and numerical simulation. Secondly, the geological model of Xinmo village landslide is established, and the landslide movement process is simulated with the help of DAN-3D numerical software. Comparing the simulated motion characteristics and accumulation patterns with the real situation, it is found that the two are basically consistent, and the conclusion is drawn. DAN-3D numerical simulation can restore the real landslide movement process, so that other landslides can be simulated and predicted in the early stage, in order to provide technical support for landslide identification and prevention.
文章引用:郭小泉. 四川茂县新磨村高速滑坡数值模拟研究[J]. 土木工程, 2025, 14(9): 2274-2281. https://doi.org/10.12677/hjce.2025.149244

参考文献

[1] Kent, P.E. (1966) The Transport Mechanism in Catastrophic Rock Falls. Geology, 74, 79-83. [Google Scholar] [CrossRef
[2] HSÜ, K.J. (1975) Catastrophic Debris Streams (Sturzstroms) Generated by Rockfalls. Geological Society of America Bulletin, 86, 129-140. [Google Scholar] [CrossRef
[3] Eisbacher, G.H. (1979) Cliff Collapse and Rock Avalanches (Sturzstroms) in the Mackenzie Mountains, Northwestern Canada. Canadian Geotechnical Journal, 16, 309-334. [Google Scholar] [CrossRef
[4] Evans, S.G., Hungr, O. and John, J.C. (2001) Dynamics of the1984 Rock Avalanche and Associated Distal Debris Flow on Mount Cayley, British Columbia, Canada; Implication for Landslide Hazard Assessment on Dissected Volcanoes. Engineering Geology, 61, 29-51. [Google Scholar] [CrossRef
[5] Lang, T.E., Dawson, K.L. and Martinelli, M. (1979) Application of Numerical Transient Fluid Dynamics to Snow Avalanche Flow. Part I. Development of Computer Program Avalnch. Journal of Glaciology, 22, 107-115. [Google Scholar] [CrossRef
[6] Dent, J.D. and Lang, T.E. (1983) A Biviscous Modified Bingham Model of Snow Avalanche Motion. Annals of Glaciology, 4, 42-46. [Google Scholar] [CrossRef
[7] Hungr, O. (1995) A Model for the Runout Analysis of Rapid Flow Slides, Debris Flows, and Avalanches. Canadian Geotechnical Journal, 32, 610-623. [Google Scholar] [CrossRef
[8] Evans, S.G., Hungr, O. and Clague, J.J. (2001) Dynamics of the 1984 Rock Avalanche and Associated Distal Debris Flow on Mount Cayley, British Columbia, Canada; Implications for Landslide Hazard Assessment on Dissected Volcanoes. Engineering Geology, 61, 29-51. [Google Scholar] [CrossRef
[9] 胡广韬. 滑坡动力学[M]. 北京: 地质出版社, 1995.
[10] 周迎庆, 刘伦军, 李宝东. 西宁高速滑坡形成演变机理及运动学特征分析[C]//中国地质学会工程地质专业委员会. 全国第三次工程地质大会论文选集(下卷). 成都: 成都科技大学出版社, 1988: 90-97.
[11] 殷跃平. 西藏波密易贡高速巨型滑坡特征及减灾研究[J]. 水文地质工程地质, 2000(4): 8-11.
[12] 张龙. 鸡尾山高速远程滑坡运动过程模拟研究[D]: [硕士学位论文]. 北京: 中国地质大学, 2012.
[13] 费建波, 介玉新, 张丙印, 等. 颗粒流底部摩擦模型在高速远程滑坡模拟中的运用[J]. 水力发电学报, 2016, 35(1): 104-109.
[14] 曾庆利, 魏荣强, 薛鑫宇, 等. 茂县新磨特大滑坡-碎屑流的发育特征与运移机理[J]. 工程地质学报, 2018, 26(1): 193-206.
[15] Sosio, R., Crosta, G.B. and Hungr, O. (2008) Complete Dynamic Modeling Calibration for the Thurwieser Rock Avalanche (Italian Central Alps). Engineering Geology, 100, 11-26. [Google Scholar] [CrossRef