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Landslides have occurred frequently in the Luoshan mining area because of disordered mining.This paper discusses the landforms and physiognomy,hydro-meteorology,formation lithology,and geologic structure of the Luoshan mining area.It also describes the factors influencing the slope stability of landslide No.Ⅲ,determines the general parameters and typical section plane,analyzes the stress-strain state of the No.Ⅲ slope,and calculates its safety factors with FLAC3 D under saturated and natural conditions.Based on a stability analysis,a remote real-time monitoring system was applied to the No.Ⅲ slope,and these monitoring data were collected and analyzed.
Landslides have occurred frequently in the Luoshan mining area because of disordered mining. This paper discusses the landforms and physiognomy, hydro-meteorology, formation lithology, and geologic structure of the Luoshan mining area. It also describes the factors influencing the slope stability of landslide No. . III, determines the general parameters and typical section plane, analyzes the stress-strain state of the No. Ⅲ slope, and its its safety factors with FLAC3 D under saturated and natural conditions. Based on a stability analysis, a remote real-time monitoring system was applied to the No.Ⅲ slope, and these monitoring data were collected and analyzed.