Extension AHP-Based Assessment of Safety Risk Levels in Subway Deep Excavation Construction

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Abstract

Excavation projects in foundation pits are greatly influenced by geological conditions and surrounding environments. The construction process is complex, and apart from the stability of the pits themselves, there are also numerous risk factors. Failure to assess and prevent potential risks in foundation pits can result in severe consequences if accidents occur. This paper presents a method that combines the Analytic Hierarchy Process (AHP) with the theory of extenics to evaluate the safety risk levels in excavation construction of foundation pits. By establishing an extenics model and conducting relevance calculations, the safety risk levels in excavation construction of foundation pits are determined. Furthermore, based on actual engineering cases, the feasibility of the proposed model is demonstrated by comparing the results with the actual situations. The method presented in this paper effectively evaluates the magnitude of safety risks in excavation construction of foundation pits, thereby achieving the goal of guiding practical engineering projects.
基于可拓层次分析法的地铁深基坑施工安全风险等级评价
基坑开挖工程受地质条件和周围环境的影响较大。施工过程复杂,除了坑本身的稳定性外,还有许多风险因素。对基坑潜在风险的评估和预防不到位,一旦发生事故,后果将十分严重。本文将层次分析法与可拓学理论相结合,提出了一种评价基坑开挖施工安全风险等级的方法。通过建立可拓学模型并进行相关计算,确定基坑开挖施工的安全风险等级。最后,结合工程实例,通过与实际情况的对比,验证了所提模型的可行性。本文提出的方法能有效地评价基坑开挖施工的安全风险程度,从而达到指导实际工程的目的。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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