Drone-Borne LiDAR and Photogrammetry Together with Historical Data for Studying a Paleo-Landslide Reactivated by Road-Cutting and Barrier Construction outside Jerusalem

Yaniv Darvasi, Ben Laugomer, Ido Shicht, John K. Hall, Eli Ram, A. Agnon
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Abstract

Assessment of landslide hazards often depends on the ability to track possible changes in natural slopes. To that end, historical air photos can be useful, particularly when slope stability is compromised by visible cracking. Undocumented landsliding rejuvenates a paleo-landslide on a busy motorway connecting Jerusalem to a small Jewish settlement. Recently, a plan for broadening the motorway was approved, and we were asked to study the hazards of the road by Israeli NGOs and Palestinian residents of the area. We captured high-resolution topography around the unstable slope using drone-borne photogrammetry and LiDAR surveys. The modern data allow us to analyze historic air photos and topo maps to assess the level of sliding prior to and during modern landscaping. Our results indicate horizontal offsets of ~0.9–1.8 m and vertical offsets of 1.54–2.95 m at selected sites. We next assess the possible role of anthropogenic versus natural factors in compromising slope stability. We analyze monthly rain records together with seismic catalogs spanning several decades. Shortly after the motorway construction in 1995, a January 1996 rainstorm triggered a massive rockfall. The rockfall blocked traffic with up to 4 m-diameter boulders. We found that while a certain level of rain is a necessary condition for mobilizing the rock mass, it is the anthropogenic intervention that caused the rockfall in this site. We conclude that the recent plan for broadening the motorway jeopardizes the lives of vehicle passengers and the lives of future residents should the development materialize.
利用无人机携带的激光雷达和摄影测量技术以及历史数据研究耶路撒冷城外因掘进道路和修建隔离墙而重新活化的古滑坡
对山体滑坡危险的评估通常取决于跟踪天然斜坡可能发生的变化的能力。为此,历史航空照片可能非常有用,尤其是当斜坡稳定性因可见裂缝而受到影响时。在一条连接耶路撒冷和一个小型犹太人定居点的繁忙高速公路上,没有记录的山体滑坡使一个古滑坡重新焕发活力。最近,一项拓宽高速公路的计划获得批准,以色列非政府组织和该地区的巴勒斯坦居民要求我们研究这条道路的危险性。我们利用无人机载摄影测量和激光雷达勘测,在不稳定斜坡周围采集了高分辨率地形图。现代数据使我们能够分析历史航空照片和地形图,以评估现代景观美化之前和期间的滑动程度。我们的结果表明,选定地点的水平偏移约为 0.9-1.8 米,垂直偏移为 1.54-2.95 米。接下来,我们评估了人为因素和自然因素在影响斜坡稳定性方面可能发挥的作用。我们分析了每月的降雨记录和几十年的地震记录。1995 年高速公路建成后不久,1996 年 1 月的一场暴雨引发了大规模落石。落石中直径达 4 米的巨石阻断了交通。我们发现,虽然一定程度的降雨是移动岩块的必要条件,但人为干预才是造成该地落石的原因。我们的结论是,最近拓宽高速公路的计划会危及车辆乘客和未来居民的生命安全。
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