Volume 32 Issue 2
Apr.  2026
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Article Contents
ZHANG H X,ZHU S N,YAO L H,et al.,2026. Study of disaster-prone geological structures and instability modes of typical goaf landslides in mountainous areas of southwest China[J]. Journal of Geomechanics,32(2):1−16 doi: 10.12090/j.issn.1006-6616.2025047
Citation: ZHANG H X,ZHU S N,YAO L H,et al.,2026. Study of disaster-prone geological structures and instability modes of typical goaf landslides in mountainous areas of southwest China[J]. Journal of Geomechanics,32(2):1−16 doi: 10.12090/j.issn.1006-6616.2025047

Study of disaster-prone geological structures and instability modes of typical goaf landslides in mountainous areas of southwest China

doi: 10.12090/j.issn.1006-6616.2025047
Funds:  This research was financially supported by the Key Research and Development Program Project of Yunnan Province (Grant No.202403AA080001), the National Key R&D Program of China (Grant No.2022YFC3004302), and the Geological Survey Project of the China Geological Survey (Grant Nos. DD20221748 and DD20190637).
More Information
  • Received: 2025-04-26
  • Revised: 2025-09-09
  • Accepted: 2025-09-09
  • Available Online: 2025-11-20
  • Published: 2026-04-28
  •   Objective  Landslides occur frequently in the goaf areas of mountainous areas in Southwest China. This study aims to explore the commonalities and differences among such landslides to support the development of scientific disaster prevention and mitigation measures.   Methods  A comparative study was conducted using three research objects: the Jiguanling Landslide in a limestone area, the Zhaojiagou Landslide in a clastic rock area, and the Shanyang Landslide in a metamorphic rock area. Methods included data collection and analysis, on-site investigation, multi-phase remote sensing interpretation, physical and mechanical testing of rock and soil masses, and numerical simulation. These methods were employed to analyze similarities and differences in disaster-prone geological structures and instability mechanisms among the selected landslides.  Results  Landslide disasters are prone to occur on slopes characterized by steep terrains, favorable overhanging conditions, and binary structures. Numerical simulations indicate that under goaf conditions, the displacement of each landslide increases, the maximum shear strain increments concentrate on the potential sliding surface and the goaf roof area, and the overall stability of each landslide decreases.   Conclusions  The limestone mountainous area is characterized by thick layers of hard rock interbedded with thin layers of soft rock, presenting high rock mass strength. The Jiguanling Landslide belongs to the toppling–sliding failure mode. The clastic rock mountainous area is affected by interbedding of thin layers of fragmented soft and hard rock, with overall rock mass strength weakened. The Zhaojiagou Landslide belongs to the creep–tensile fracture failure mode. The metamorphic rock mountainous area exhibits hard rock at the top and soft rock at the bottom, with significant differences in strength. The Shanyang Landslide belongs to the slipping-collapse failure mode. [ Significance ] This study provides an important scientific basis for the early identification of goaf landslides and for studying goaf-related disaster formation patterns.

     

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