Numerical simulation of a high-speed landslide in Chenjiaba,Beichuan, China |
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| Authors: | " target="_blank">Tao Huang Ming-tao Ding " target="_blank">Tao She " target="_blank">Shu-jun Tian " target="_blank">Jiang-tao Yang |
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| Institution: | 1.School of Environment and Resources,Southwest University of Science and Technology,Mianyang,China;2.Faculty of Geosciences and Environmental Engineering,Southwest Jiaotong University,Chengdu, Sichuan,China;3.Institute of Exploration Technology,Chinese Academy of Geological Sciences,Chengdu,China;4.School of Civil Engineering and Architecture,Southwest University of Science and Technology,Mianyang,China |
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| Abstract: | High-speed landslide is a catastrophic geological disaster in the mountainous area of southwest China. To predict the movement process of landslide reactivation in Chenjiaba town, Beichuan county, Sichuan province, China, we simulated the movement process of two landslide failures in Chenjiaba via rapid mass movement simulation and unmanned aerial vehicle images (UAV), and obtained the movement characteristic parameters of the landslides. According to a back analysis, the most remarkable fitting rheological parameters were friction coefficient (μ = 0. 18) and turbulence (ξ = 400 m · s-2). The parameter of landslide pressure was applied as the zoning index of landslide hazard to obtain the influence zone and hazard zoning map of the Chenjiaba landslide. Results show that the Duba River was blocked quickly with a landslide accumulation at the maximum height of 44.14 m when the Chenjiaba deposits lost stability. The hazard zoning map indicated that the landslide hazard degree is positively correlated with the slope. This landslide assessment is a quantitative hazard assessment method based on a landslide movement process and is suitable for high-speed landslide. Such method can provide a scientific basis for urban construction and planning in the landslide hazard area to avoid hazards effectively. |
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