Citation: | YANG Xiaohui, ZHU Peng, DOU Xiaodong, YUAN Zhongxia, ZHANG Weixiong, DING Baoyan. 2024. Resurrection deformation characteristics and stability of Jiangdingya ancient landslide in Zhouqu, Gansu Province. Geological Bulletin of China, 43(6): 947-957. doi: 10.12097/gbc.2021.11.041 |
In order to study the resurrection deformation characteristics and stability of Jiangdingya ancient landslide, the deformation characteristics and stability of the main body, rear wall and side wall of the landslide are analyzed by means of historical data investigation, field survey, monitoring, satellite remote sensing and indoor geotechnical test. The results show that the slope toe is unstable due to rainfall and river scouring; Under the influence of groundwater and continuous heavy rainfall, the shear strength of the middle and rear soil decreases, the sliding force increases and moves forward gradually; Finally, due to the sliding of the front soil, the anti sliding force decreases, resulting in overall sliding, which is a slow sliding traction landslide. The rear wall and side walls on both sides of the landslide are high and steep, with obvious signs of deformation, and are prone to instability and sliding under heavy rainfall or earthquake conditions. Jiangdingya landslide has the characteristics of long-term creep deformation and multiple resurrection sliding. It is one of the largest landslides in Gansu Province in recent years. Under the action of earthquake or rainstorm, the landslide may resurrect again. It is suggested to strengthen the deformation monitoring of the landslide area, and strengthen the treatment of unstable slopes in the area to prevent major disasters.
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Remote sensing image of Jiangdingya landslide
Picture of landslide soil layer exposed by drilling
Longitudinal line resistivity profiles
Predicted slide surface position map
Jiangdingya landslide plane (a), 1-1' engineering geological profile (b) and landslide side wall engineering geological profile (c)
Panoramic map of landslide area and disaster map caused by river blocking and backwater
Slip distance of Jiangdingya landslide
Process diagram of landslide deformation mode
Schematic diagram of landslide deformation area and displacement monitoring point
Diagram of displacement data of the left landslide sidewall monitoring points
Diagram of displacement data of landslide trailing edge monitoring points
Diagram of displacement data of the right landslide sidewall monitoring points
Calculation of landslide stability