Numerical modelling of the long runout character of 2015 Shenzhen landslide with a general two-phase mass flow model

Numerical modelling of the long runout character of 2015 Shenzhen landslide with a general two-phase mass flow model
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采用通用两相质量流模型对2015年深圳滑坡长跳动特性进行数值模拟

DOI:
10.1007/s10064-018-1329-z
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发表时间:
2018-08
影响因子:
4.2
通讯作者:
Pan Huali
Pan Huali
中科院分区:
工程技术3区
文献类型:
--
作者:
Qiao Cheng;Ou Guoqiang;Pan Huali

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High fluid content or pore-fluid pressure is generally the main reason for the triggering and high mobility of landslides. A catastrophic landslide occurred at Hongao construction waste dumpsite in the Guangming New District of Shenzhen, China, on Dec 20, 2015. Due to the high water content of soil in the source area, this landslide propagated over an extremely long travel distance, with maximum length and width of the affected area 1100 m and 630 m, respectively. High water content pesents a great challenge to numerical methods. In order to simultaneously include the evolution of the solid and fluid components in the mixture, a general two-phase mass flow model of Pudasaini (J Geophys Res 117: F03010, 2012) has been employed in our simulations. The complex interactions between the solid and fluid phases, including buoyancy, the virtual mass force, generalized drag and enhanced non-Newtonian viscous stress, are considered in this two-phase flow model. These are essential aspects in the motion of landslides consisting of viscous fluid and solid particles. Based on the actual geology and engineering conditions, runout characteristics of the Shenzhen landslide were analyzed numerically. The principal reasons for the long runout character and the inundation are discussed based on the physics-based model and high-resolution numerical results.
DOI: 10.1139/cgj-2015-0107
发表时间: 2015-06
影响因子: 3.6
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