Assessment of Landslide Risks Through a Multi-Disciplinary Approach: A Case Study of Al Hoceima, Northern Morocco

IF 0.7 Q4 GEOSCIENCES, MULTIDISCIPLINARY
Mohamed El Khattabi, J. El Khattabi, A. Azdimousa, P. Plotto, Gharibi El Khadir
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引用次数: 0

Abstract

Landslides are very dangerous phenomena dependent upon several parameters and criteria widespread in Northern Morocco. Their management is complex because of the dangers posed to the population and by the habitat, but also due to the difficulty of remedial actions. To address this, a methodology is needed based on the analysis of land movements through a multidisciplinary approach combining geology, hydrogeochemistry, and geotechnics. This perspective was adopted in this study of landslides in the city of Al Hoceima (Northern Morocco), and in particular on the slope located in front of the Al Hoceima port, which shows a morphology of old landslides, and more recent ones subject to factors of instability or landslides that activate after periods of intense rain. The analysis and interpretation of satellite images reveals a complex morphology, shaped by a geology characterized by tectonic activity and often-altered lithology. From a geotechnical point of view, the latter induces low to medium mechanical characteristics. Inclinometric measurements situate the average depths of the sliding planes at between 15 m and 25 m. The chemical facies of the groundwater is sodium sulphate, sometimes tilting toward chloride-sodium, proof of a leaching of the autochthonous formations (Trias-Lias and Jurassic), to which is added the action of the rising water table. All these factors intervene directly in the destabilization of the slope. These results allow us to establish concrete actions for the stabilization of the slope.
通过多学科方法评估滑坡风险:以摩洛哥北部Al Hoceima为例
滑坡是一种非常危险的现象,取决于摩洛哥北部普遍存在的几个参数和标准。由于对种群和栖息地构成的危险,以及补救行动的困难,它们的管理很复杂。为了解决这一问题,需要一种基于土地运动分析的方法,通过地质学、水文地球化学和岩土工程相结合的多学科方法。这一观点被用于对Al Hoceima市(摩洛哥北部)的山体滑坡进行研究,特别是位于Al Hoceema港口前的斜坡,该斜坡显示出旧山体滑坡的形态,以及受不稳定因素或暴雨后激活的山体滑坡影响的较新山体滑坡。对卫星图像的分析和解释揭示了一种复杂的形态,其地质特征是构造活动和经常改变的岩性。从岩土工程的角度来看,后者具有低到中等的力学特性。测斜测量表明,滑动面的平均深度在15 m至25 m之间。地下水的化学相为硫酸钠,有时向氯化钠倾斜,这证明了本地地层(Trias Lias和Jurassic)的浸出作用,加上地下水位上升的作用。所有这些因素都直接影响了边坡的失稳。这些结果使我们能够确定边坡稳定的具体措施。
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来源期刊
Journal of Disaster Research
Journal of Disaster Research GEOSCIENCES, MULTIDISCIPLINARY-
CiteScore
1.60
自引率
37.50%
发文量
113
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