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作 者:Zi-zheng Guo Xin-yong Zhou Da Huang Shi-jie Zhai Bi-xia Tian Guang-ming Li
机构地区:[1]School of Civil and Transportation Engineering,Hebei University of Technology,Tianjin 300401,China [2]School of Geological Engineering and Geomatics,Chang’an University,Xi’an 710054,China [3]Tianjin Municipal Engineering Design&Research Institute(TMEDI),Tianjin 300392,China
出 处:《China Geology》2024年第2期222-236,共15页中国地质(英文)
基 金:funded by the National Natural Science Foundation of China(42307248,U23A2047,42277187);Natural Science Foundation of Hebei Province(D2022202005);Planning and Natural Resources Research Project of Tianjin City(2022-40,KJ[2024]25);the support from the Graduated Student Innovation Funding Project of Hebei Province(CXZZSS2024007)。
摘 要:This study proposed a novel friction law dependent on velocity,displacement and normal stress for kinematic analysis of runout process of rapid landslides.The well-known Yigong landslide occurring in the Tibetan Plateau of China was employed as the case,and the derived dynamic friction formula was included into the numerical simulation based on Particle Flow Code.Results showed that the friction decreased quickly from 0.64(the peak)to 0.1(the stead value)during the 5s-period after the sliding initiation,which explained the behavior of rapid movement of the landslide.The monitored balls set at different sections of the mass showed similar variation characteritics regarding the velocity,namely evident increase at the initial phase of the movement,followed by a fluctuation phase and then a stopping one.The peak velocity was more than 100 m/s and most particles had low velocities at 300s after the landslide initiation.The spreading distance of the landslide was calculated at the two-dimension(profile)and three-dimension scale,respectively.Compared with the simulation result without considering friction weakening effect,our results indicated a max distance of about 10 km from the initial unstable position,which fit better with the actual situation.
关 键 词:Rapid long-runout landslide PFC Friction weakening Three-dimension Numerical simulation Tibetan Plateau Hydrogeology Engineering Geological hazards survey engineering
分 类 号:P642.22[天文地球—工程地质学]
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