Mechanism of mining-induced landslides in the karst mountains of Southwestern China: a case study of the Baiyan landslide in Guizhou

• Published in: Landslides Vol. 20; no. 7; pp. 1481 - 1495
• Main Authors: Li, Bin, Zhao, Chaoying, Li, Jun, Chen, Hengyi, Gao, Yang, Cui, Fangpeng, Wan, Jiawei
• Format: Journal Article
• Language: English
• Published: Berlin/Heidelberg Springer Berlin Heidelberg 01.07.2023; Springer Nature B.V
• Subjects: Agriculture; Civil Engineering; Cliffs; Cracks; Deformation; Deformation analysis; Discrete element method; Earth and Environmental Science; Earth Sciences; Failure; Fracturing; Geography; Geological processes; Instability; Interferometric synthetic aperture radar; Karst; Landslide warnings; Landslides; Landslides & mudslides; Mining; Monitoring; Mountains; Natural Hazards; Recent Landslides; Residual stress; Rock; Rocks; SAR (radar); Shear; Strata; Stress transfer; Synthetic aperture radar; Synthetic aperture radar interferometry; Underground mining; China; Karst fissure structural planes; Failure mechanism; Underground mining-induced; Discrete Element Method (DEM); Interferometric Synthetic Aperture Radar (InSAR); Landslide
• ISSN: 1612-510X; 1612-5118
• DOI: 10.1007/s10346-023-02047-1

Large rocky landslides induced by underground mining are the primary type of geological disaster in the karst mountains of southwestern China. In this study, by integrating field surface surveys, interferometric synthetic aperture radar (InSAR) monitoring, and discrete element simulations, we analyzed the deformation evolution of steep cliffs with karst structural planes under mining disturbance. Based on the stress transfer, deformation response, and instability precursors, a landslide instability model was developed. The results revealed that the instability boundaries and the instability mode were controlled by the large structural plane at the top of the mountain. Underground mining accelerated the uneven subsidence of the overlying strata, which led to expansion and penetration of the karst fissure structural planes and fracturing of the rock base, which are the main reason for the instability of the mountain. Underground mining caused internal stress fluctuation of the overlying strata, and the mountain experienced four stages during this process, i.e., development of karst fissure structural planes, fissures expansion and rock base fracturing, further fissures expansion and rock base crashing, and fissures penetration and shear failure. The mining-induced failure of mountain with large karst structural planes can be described as tensile shear-fracturing crashing failure. The InSAR monitoring results revealed that accelerated deformation occurred in the source area starting 20 days before the Baiyan landslide. In addition, 25 potential deformation landslides were identified in Zhijin County, Guizhou Province. Hence, InSAR technology can be used for early-stage detection and warning of similar landslides.