ISSN 1003-8035 CN 11-2852/P

    基于三维倾斜摄影和RocFall的危岩体稳定性评价及防治以昆明西山山邑村为例

    Stability evaluation and mitigation strategies of unstable rock masses using 3D oblique photogrammetry and RocFall: A case study of Shanyi village, western hills of Kunming

    • 摘要: 针对昆明西山山邑村高位危岩体对下方村庄及交通要道的安全威胁,文章旨在评价其稳定性,预测其失稳后的潜在风险,并提出防治对策,为区域灾害防治提供科学依据。基于三维倾斜摄影建模和现场调查获取研究区危岩体基本特征,采用极限平衡法,定量计算天然、暴雨、暴雨-地震耦合3种工况下的稳定性系数,结合 RocFall模拟降雨、地震工况下危岩失稳崩塌后可能运动路径,对不同危岩体区域提出相应防治措施。结果表明:(1)研究区分A、B、C、D 4个危岩区域,共29个单体危岩体,多属特高位危岩体,失稳破坏模式主要为滑移式、倾倒式、坠落式;(2)暴雨和地震耦合作用下,研究区危岩体稳定性显著下降,基本处于不稳定状态。研究区危岩体在天然工况下,稳定系数1.16~92.2,属稳定及恒稳定状态;暴雨工况下,稳定系数0.79~2.07,多处于不稳定及欠稳定状态;在暴雨和地震耦合工况下,稳定系数进一步降至0.46~1.36,稳定性严重劣化,基本处于不稳定状态,不稳定占比达68.7%;(3)不同分区危岩体失稳后威胁对象、范围不同,危岩崩落会威胁民房后墙、屋顶,甚至二次弹跳后落入高速公路威胁道路安全;研究区危岩体在暴雨和地震作用失稳风险高,对下方人员和设施构成巨大威胁。虽可采取分区锚固、设防等工程措施进行治理,但综合西山风景区考虑生态保护、施工难度和长期安全,建议整体搬迁。

       

      Abstract: High-position unstable rock masses above Shanyi village in the Western Hills of Kunming pose a serious threat to the safety of residents and critical transportation infrastructure below. This study aims to evaluate their stability, predict potential post-failure hazards, and propose effective mitigation measures to support regional disaster prevention and management. The basic characteristics of unstable rock masses were identified through 3D UAV-based oblique photogrammetry and field investigations. Stability coefficients under three scenarios, i.e. natural conditions, rainstorm conditions, and coupled rainstorm−earthquake conditions, were quantitatively calculated using the Limit Equilibrium Method. Subsequently, RocFall was employed to simulate the runout trajectories of rockfalls under rainfall and seismic triggers, enabling zone-specific risk assessment and mitigation planning. The results demonstrate that: (1) the study area is divided into four hazardous zones (A, B, C, D), containing a total of 29 individual unstable rock blocks, most classified as ultra-high-position. Their dominant failure modes include sliding, toppling, and falling. (2) Stability analysis revealed a sharp degradation under external triggers: under natural conditions, the factor of safety (FOS) ranges from 1.16 to 92.2, indicating stable to extremely stable states; under heavy rainfall, FOS drops to 0.79−2.07, with many blocks becoming unstable or marginally stable; under coupled rainfall−earthquake conditions, FOS further declines to 0.46−1.36, and 68.7% of the blocks are classified as unstable. (3) Trajectory simulations for these unstable scenarios demonstrate that collapsing rock can directly impact residential houses, and secondary bounces may reach the adjacent highway, posing a severe threat to road safety. The unstable rock masses in the study area exhibits high failure risk under rainstorm and seismic conditions, posing a significant threat to the personnel and infrastructure below. While engineering measures such as zoned anchoring and protective barriers are technically feasible, c comprehensive consideration of ecological conservation in the Western Hills Scenic Area, construction accessibility, and long-term safety leads to the recommendation of complete village relocation as the optimal solution.

       

    /

    返回文章
    返回