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Site investigation and modelling of earthquake-induced rock slides in central-southern Chile

机译:智利中南部的地震诱发滑坡现场调查和建模

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Analyses of three case studies of earthquake-induced rock slides in central and southern Chile are presented. The case studies are located in different latitudes, local tectonic environments, and geomorphological contexts of the Andes (Santiago Main Cordillera at 33ºS, Concepción Coastal Cordillera at 37ºS, and Patagonia Fjordland at 45ºS), with different rock types exhibiting various failure modes which were related to different earthquake motions. The methodology includes procurement of already available and new high-resolution digital elevation models of the slide surfaces from terrestrial laser scanning, terrestrial and airborne (drone) photogrammetry, seismic surveys, as well as acquisition of available and new geotechnical data of the intact rock and rock mass structure. The data are being used to construct 2D and 3D geological models for slope modelling using commercial limit equilibrium and distinct elements codes; modelling of seismic inputs from real and synthetic ground motion; and time domain dynamic slope stability analyses using distinct element techniques. The results will allow a more comprehensive understanding of dynamic slope response of large rock slopes during earthquakes, including the influence of geological, geotechnical, geometric and strong motion factors on slope instability and the role of site-specific effects on the triggering of slope failures.
机译:介绍了智利中部和南部三个地震诱发的岩石滑坡案例研究的分析。案例研究位于安第斯山脉的不同纬度,局部构造环境和地貌背景下(33ºS的圣地亚哥主山脉,37ºS的康塞普西翁海岸山脉和45ºS的巴塔哥尼亚峡湾),不同的岩石类型表现出各种相关的破坏模式不同的地震运动。该方法包括从地面激光扫描,地面和机载(无人机)摄影测量,地震勘测以及完整岩体和岩石的可用和新的岩土数据的获取中,获取已经可用的和新的高分辨率的滑动面数字高程模型。岩体结构。数据正用于构建2D和3D地质模型,以使用商业极限平衡和不同元素代码进行边坡建模;真实和合成地震动的地震输入建模;时域动态边坡稳定性分析,采用不同的元素技术。结果将使人们对地震期间大岩石边坡的动态边坡反应有一个更全面的了解,包括地质,岩土,几何和强运动因素对边坡失稳的影响以及特定地点效应对触发边坡破坏的作用。

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