An AHP GIS-based Methodology for the Stability Assessment of the Djebel El Ouahch Collapsees on the Numidian Flysh Formation in Northeast Algeria's Constantine Region

Bouragba Nadjet, H. Riheb, Abdelmadjid Chouabbi
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Abstract

This study presents a comprehensive investigation into the factors underlying the collapse incident that occurred in the Jebel El Ouahch Tunnel in the Numidian flysch, Constantine region, Northeast Algeria. This methodology focuses on evaluating landslide susceptibility through the application of the Analytic Hierarchy Process (AHP) along the reconfigured path of the collapsed A1 highway tunnel section in the Constantine region of northeastern Algeria. Various influential factors contributing to landslides were analyzed, including lithofacies, slope gradient, slope aspect, elevations, fault density, plan curvature, distance from streams, and distance from roads. Utilizing a Geographic Information System (GIS), these eight causative factors were prepared for assessment. The findings indicate that slope gradient and lithology play pivotal roles as primary controlling factors in landslide susceptibility. The model exhibited a commendable success rate of 93% in predicting landslide susceptibility, as demonstrated by the area under the curve (AUC) plot generated from the landslides susceptibility map. Most of the new road falls within the highly susceptible area to landslides. This validated model can serve as an effective tool for mapping landslide susceptibility zones along the newly established road path following the collapsed tunnel. Moreover, its applicability extends to similar environments, showcasing its potential as a valuable resource for hazard assessment and planning in comparable terrains. The deviation road, as well as tunnel T01 of the A1 highway, is in a state of proven instability. It is certain that they will experience continuous, recurrent, and intense landslides. A radical solution to all the geotechnical issues plaguing this section of the highway is to reroute it far away from the Subnumidian formations. A deeper comprehension of the geological and geotechnical intricacies in challenging terrains can significantly enhance the safety and reliability of transportation networks in these demanding contexts.
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基于 AHP GIS 的阿尔及利亚东北部康斯坦丁地区 Numidian Flysh 地层 Djebel El Ouahch 崩塌稳定性评估方法
本研究对阿尔及利亚东北部君士坦丁地区 Numidian flysch 的 Jebel El Ouahch 隧道塌方事件的基本因素进行了全面调查。该方法的重点是通过应用层次分析法(AHP),沿着阿尔及利亚东北部君士坦丁地区 A1 高速公路隧道坍塌路段的重构路径,评估山体滑坡的易发性。分析了导致滑坡的各种影响因素,包括岩性、坡度、坡面、海拔、断层密度、平面曲率、与溪流的距离以及与道路的距离。利用地理信息系统 (GIS),准备对这八个致灾因素进行评估。研究结果表明,坡度和岩性在滑坡易发性的主要控制因素中起着举足轻重的作用。从滑坡易发性地图生成的曲线下面积(AUC)图中可以看出,该模型在预测滑坡易发性方面的成功率高达 93%,值得称赞。新建道路的大部分路段都位于极易发生滑坡的区域。这一经过验证的模型可作为一种有效工具,用于绘制隧道坍塌后新建道路沿线的滑坡易发区。此外,该模型的适用性还扩展到了类似的环境中,展示了其作为在类似地形中进行危险评估和规划的宝贵资源的潜力。偏离道路以及 A1 高速公路的 T01 隧道已证明处于不稳定状态。可以肯定的是,它们将经历持续、反复和强烈的塌方。要从根本上解决困扰这段公路的所有岩土工程问题,就必须将其改道,使其远离次生地层。更深入地了解具有挑战性地形中错综复杂的地质和岩土工程,可以大大提高这些苛刻环境中交通网络的安全性和可靠性。
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