Numerical Modelling of the Slope: A Case Study of Dounia Park (North Algeria)

T. Abderrahmane, Cheriet Fayssal, A. Naas, Abdellaoui Merouane
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Abstract

In this study, we describe the landslide of Dounia Park, Northen the capital Algiers, exactly in the city of Dely Ibrahim, near the Mercedes house. It is regarded as a huge park with games, and the green lungs of Algiers. This study is based on the configuration of the slope, mechanical properties and soil class, geology intervenes in the relief geomorphology and stratification, water, and earthquake shaking, etc…, the field observation has revealed the existence of land instabilities, cracks, and types of landslides (translation, rotation), in order to examine the landslides of Dounia Park, numerical modeling by the finite element limit analysis is employed to investigate this slope. The results obtained in this article show numerous points. During the site visit, it was observed that the area of Dounia Park is affected by many types of instabilities. Also, this paper show adequately give out the morphology of the slope instability observed on the site.
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坡面数值模拟——以阿尔及利亚北部Dounia公园为例
在本研究中,我们描述了首都阿尔及尔北部的Dounia公园的滑坡,正好在德里易卜拉欣市,靠近梅赛德斯家。它被认为是一个大型公园,是阿尔及尔的绿色肺。本研究基于坡面形态、力学性质和土壤类别、地质介入地形地貌和分层、水、地震等因素,通过野外观测揭示了坡面不稳定、裂缝、滑坡类型(平移、旋转)的存在,为了考察墩尼亚公园滑坡,采用有限元极限分析的数值模拟方法对坡面进行了研究。本文所得的结果表明了许多观点。在实地考察期间,观察到顿尼亚公园地区受到多种不稳定因素的影响。并充分给出了现场观测到的边坡失稳形态。
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