Critical Assessment of Slope Stability: A Case Study on the Toffo-Lalo Road Project
Critical Assessment of Slope Stability: A Case Study on the Toffo-Lalo Road Project作者机构：Laboratory of Testing and Studies in Civil Engineering (L2EGC) National University of Science Technology Engineering and Mathematics (UNSTIM) Abomey Benin National School of Technical Education (ENSET) Lokossa Republic of Benin
出 版 物：《Modern Mechanical Engineering》 (现代机械工程（英文）)
年 卷 期：2023年第13卷第4期
页 面：77-100页
学科分类：07[理学] 0701[理学-数学] 070101[理学-基础数学]
主 题：GEOSLOPE Morgenstern-Price Method Numerical Modelling Safety Coefficient Soil Cohesion and Slope Stability
摘 要：This article systematically delves into a comprehensive analysis of the latest and most advanced techniques for the assessment of slope stability. It particularly focuses on strategies aimed at enhancing slope stability in road construction. In addition to this analysis, the article presents an illustrative case study centered on the Toffo-Lalo Road Project. The core objective of this paper is to scrutinize the stability of large embankments in road construction, with a specific emphasis on the development and asphalt overlay of the Toffo-Lalo road. This scrutiny is conducted through the utilization of stability calculation software, GEOSTUDIO2018, specifically its SLOPE/W module. Within this framework, a detailed model of the cutbank located at KP1+750-2+250 was meticulously developed. This model takes into account the physical-mechanical characteristics of the soil at the site, as well as the topographic layout. Its attributes include a cohesion value of 11.3 Kpa, a density of 16.57 KN/m3, and a friction angle of 27˚. The modeling results, employing the Morgenstern-Price method—an approach renowned for its adherence to equilibrium conditions and provision of precise results—conclude that the safety coefficient (Fs = 1.429) prior to any reinforcement signifies a critical state of slope stability. To address this, the article explores the implementation of reinforcement techniques, particularly focusing on rigid inclusions like nailing and piles. The modeling exercises reveal a noteworthy enhancement in the safety coefficient (Fs) post-reinforcement. Furthermore, the article undertakes a parametric study to optimize the reinforcement strategies. This analysis highlights that anchoring at 0˚ downward relative to the horizontal plane and employing a pile angle of 90˚ represent the most favorable approaches. These measures yield safety coefficients of 3.60 and 2.34, respectively, indicating substantially improved slope stability.
维普期刊数据库