Gang Sun, Mingwei Zhou, Bo Liu, Lijian Gao, Jun Li, Zhihong Li, Min Zhao, Zixuan Tao, Yong Zhu, Yuantao Yang, Ye Yuan, Bo Zhao
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引用次数: 0
Abstract
The Liangshan Yi Autonomous Prefecture (LS area) is a region with complex geological conditions located at the southeastern margin of the Tibetan Plateau and is renowned for its susceptibility to landslides. However, there is a lack of understanding of the distribution of landslides in the LS area. To address this gap, a comprehensive inventory of large landslides is first established on the basis of remote sensing and field investigations, followed by spatial analysis. The results reveal that the LS area hosts at least 2142 large landslides (volume ≥ 106 m³), covering a total area and volume of 1758.2 km² and 91.3 km³, respectively. More landslides are concentrated in the Yalong River subbasin than in other subbasins. Landslides exhibit an obvious fault-controlling effect, with more than 91% occurring within 2 km of faults, and the landslide frequency decreases exponentially with increasing distance from faults. Areas with alternating soft and hard rock types are more susceptible to landslides than areas with other rock groups are. The landslide size increases exponentially with topographic relief. Frequent seismic activity has been identified as an important potential trigger. Owing to limited data, spatial and size analyses may be immature, necessitating further systematic research.
期刊介绍:
Engineering geology is defined in the statutes of the IAEG as the science devoted to the investigation, study and solution of engineering and environmental problems which may arise as the result of the interaction between geology and the works or activities of man, as well as of the prediction of and development of measures for the prevention or remediation of geological hazards. Engineering geology embraces:
• the applications/implications of the geomorphology, structural geology, and hydrogeological conditions of geological formations;
• the characterisation of the mineralogical, physico-geomechanical, chemical and hydraulic properties of all earth materials involved in construction, resource recovery and environmental change;
• the assessment of the mechanical and hydrological behaviour of soil and rock masses;
• the prediction of changes to the above properties with time;
• the determination of the parameters to be considered in the stability analysis of engineering works and earth masses.