ISSN 1003-8035 CN 11-2852/P

    工程扰动型滑坡失稳机理及稳定性预测以甘肃武都草坪村滑坡为例

    Instability Mechanism and Stability Prediction of Engineering-Disturbed Landslides: A Case Study of the Caoping Village Landslide in Wudu District, Gansu Province

    • 摘要:
      目的 受历史强震累积扰动、人类工程活动及强降雨的复合致灾作用,甘肃省武都区草坪村滑坡出现显著变形迹象,该滑坡是典型的山区工程扰动型滑坡,针对此类滑坡的系统性研究仍较为欠缺。
      方法 本研究综合运用SBAS-InSAR遥感形变监测、钻孔探测及GeoStudio数值模拟技术,系统开展天然、暴雨、地震三种工况下的滑坡稳定性预测研究,旨在揭示该类滑坡的失稳机理。
      结果 结果表明:历史强震长期扰动导致岩土体内部裂隙广泛贯通、力学强度显著衰减,为滑坡失稳奠定物质基础;切坡建房、修路等工程活动移除坡脚天然支撑,诱发应力卸荷效应与应力重分布,天然工况下稳定性系数为1.042,滑坡进入欠稳定状态;强降雨条件下,入渗5 h后浸润线完全贯穿滑带,孔隙水压力持续升高,稳定性系数降至0.983,坡体由欠稳定转为失稳。地震工况下,地震波峰值时段滑带垂直向有效应力大幅衰减、稳定性系数瞬时骤降至0.921,动力劣化效应较降雨更为剧烈。
      结论 本研究成果可为同类山区工程扰动型滑坡的失稳机理研究提供理论借鉴,对山区工程建设规划及滑坡地质灾害的监测预警、防治减灾工作具有重要指导意义。

       

      Abstract:
      Objective Under the combined disaster-inducing effects of accumulated disturbance from historical strong earthquakes, human engineering activities, and heavy rainfall, the Caoping Village landslide in Wudu District, Gansu Province, has shown obvious deformation. This landslide is a typical engineering-disturbed landslide in a mountainous area, but systematic studies of this type of landslide remain insufficient.
      Methods This study integrates SBAS-InSAR deformation monitoring, borehole exploration, and GeoStudio numerical simulation to predict landslide stability under natural, rainstorm, and earthquake conditions and to reveal the instability mechanism of this type of landslide.
      Results The results show that long-term disturbance from historical strong earthquakes promoted extensive fracture connectivity and significant weakening of the mechanical strength of the rock and soil mass, providing the material basis for landslide instability. Engineering activities such as slope cutting for housing construction and road building removed the natural support at the slope toe and induced stress unloading and redistribution. Under natural conditions, the stability coefficient is 1.042, indicating that the slope is in an under-stable state. Under heavy rainfall, the phreatic line fully penetrates the sliding zone after 5 h of infiltration, pore water pressure continues to rise, and the stability coefficient decreases to 0.983, indicating a transition from an under-stable to an unstable state. Under earthquake conditions, the vertical effective stress in the sliding zone decreases sharply during the peak seismic-wave period, and the stability coefficient drops instantaneously to 0.921, showing that dynamic deterioration is more severe than rainfall-induced deterioration.
      Conclusions These findings provide a theoretical reference for investigating the instability mechanisms of similar engineering-disturbed landslides in mountainous areas and have practical significance for mountain engineering planning, landslide monitoring and early warning, and disaster prevention and mitigation.

       

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