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| DOI | 10.1007/s11069-021-04593-0 |
| A comparative analysis of attabad landslide on january 4, 2010, using two numerical models | |
| Gardezi H.; Bilal M.; Cheng Q.; Xing A.; Zhuang Y.; Masood T. | |
| 发表日期 | 2021 |
| ISSN | 0921030X |
| 起始页码 | 519 |
| 结束页码 | 538 |
| 卷号 | 107期号:1 |
| 英文摘要 | This study determines the runout behavior (Attabad landslide, Hunza, Pakistan) of one of the biggest landslides in Pakistan's history, along the highest and strategically most important highway of the world. On January 4, 2010, at 08:36 local time, 45 Mm3 of rock mass flowed down the hill slope for 1060 m and fell in Hunza River, thus blocking the river's flow and making an artificial dam. This paper examines the landslide's failure process based on seismic data obtained from a published paper. The average velocity of the slide was found to be 14.32 m/s. To better understand the landslide dynamics and failure phenomena, a numerical simulation was conducted using DAN3D to simulate displaced materials' runout behavior. Simulation results indicate that the slope's failure lasted for 70 s, which is in good agreement with seismic wave recordings of 70 s. The combined frictional–Voellmy model obtained the most accurate results for simulation. Further, to verify the results, another simulation was run using RAMMS debris flow software; it was found that the results of both the software's are in good agreement. It is expected that the selected model and its parameters will help understand similar kind of rock avalanches in the area, which will help concerned agencies improve landslide prediction along Karakoram Highway. © 2021, The Author(s), under exclusive licence to Springer Nature B.V. part of Springer Nature. |
| 关键词 | DAN3DDynamics of attabad landslideRAMMS debris flowRock avalancheRunout behavior |
| 英文关键词 | comparative study; debris flow; failure analysis; hillslope; landslide; numerical model; rock avalanche; seismic data; three-dimensional modeling; Gilgit-Baltistan; Hunza Valley; Pakistan |
| 语种 | 英语 |
| 来源期刊 | Natural Hazards
 |
| 文献类型 | 期刊论文 |
| 条目标识符 | http://gcip.llas.ac.cn/handle/2XKMVOVA/206232 |
| 作者单位 | State Key Laboratory of Ocean Engineering, Shanghai Jiao Tong University, Shanghai, China; Department of Geological Engineering, Southwest Jiaotong University, Chengdu, China; Civil Engineering Department, Wah Engineering College, University of Wah, Rawalpindi, Pakistan |
| 推荐引用方式 GB/T 7714 | Gardezi H.,Bilal M.,Cheng Q.,et al. A comparative analysis of attabad landslide on january 4, 2010, using two numerical models[J],2021,107(1). |
| APA | Gardezi H.,Bilal M.,Cheng Q.,Xing A.,Zhuang Y.,&Masood T..(2021).A comparative analysis of attabad landslide on january 4, 2010, using two numerical models.Natural Hazards,107(1). |
| MLA | Gardezi H.,et al."A comparative analysis of attabad landslide on january 4, 2010, using two numerical models".Natural Hazards 107.1(2021). |
| 条目包含的文件 | 条目无相关文件。 | |||||
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