对遭受山体滑坡的道路进行定量风险评估:结合数值建模和复杂网络理论的新型框架

IF 6.9 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL Engineering Geology Pub Date : 2024-11-09 DOI:10.1016/j.enggeo.2024.107794
Shu Zhou , Yu Huang , Zhen Guo , Chaojun Ouyang
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引用次数: 0

摘要

由于潜在的滑坡危险和道路价值都存在不确定性,因此对道路网络所面临的滑坡风险进行定量分析是一项具有挑战性的任务。为应对这一挑战,本文提出了一种新的定量评估道路风险的框架。在考虑滑坡大小概率和初始条件的情况下,采用深度综合法评估滑坡危害。通过地理信息系统中的暴露分析,确定与道路中断相关的潜在直接损失。考虑到区域社会经济发展和道路恢复所需的时间,通过复杂网络理论分析了滑坡对道路造成的间接损失。所提出的框架被用于评估中国小金县春长坝滑坡造成的道路风险。结果表明,小金地区滑坡的体积大小概率可使用函数 PV=1/1+3.583×10-5V2×0.391 进行评估。基于深度综合法的危害评估结果表明,春场坝滑坡的最大影响面积达到 0.383 平方公里,滑坡破坏下部道路并形成堰塞湖的概率很高。对滑坡造成的道路中断相关损失进行了估算。最大直接损失达 29.31 万美元,间接损失达 42.38 万美元,其重要性与直接损失相当。风险曲线显示,在 5 年、10 年、20 年和 50 年的时间间隔内,与春长坝滑坡相关的道路风险最大概率分别为 0.0175%、0.0189%、0.0190%和 0.0191%,损失为 0.177 万美元/年。根据定量风险分析,对区域减灾战略进行了分析。结果表明,在春长坝滑坡对面的山上新建一条 2.7 公里长的公路,可将间接损失减少约 300 倍。本研究的结果有助于山区的可持续发展和滑坡风险管理。
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Quantitative risk assessment of road exposed to landslide: A novel framework combining numerical modeling and complex network theory
The quantitative analysis of the landslide risk posed to road networks is a challenging task owing to the uncertainty involved both in the potential landslide hazard and the road value. To address this challenge, this paper proposes a novel framework to assess the road risk in quantitative terms. The landslide hazard is assessed using the depth-integrated method with consideration of the landslide size probability and initial conditions. The potential direct losses associated with road disruption are determined by exposure analysis in a geographical information system. The indirect losses of the road caused by the landslide were analyzed through complex network theory with consideration to regional socioeconomic development and the time required for road restoration. The proposed framework was used to assess the road risk posed by the Chunchangba landslide, Xiaojin County, China. The results show that the volume size probability of landslides in the Xiaojin area could be assessed using the function PV=1/1+3.583×105V2×0.391. The depth-integrated method based hazards assessment results show the maximum impact area of the Chunchangba landslide reached 0.383 km2, and the landslide has a high probability of damaging the lower road and forming a barrier lake. The losses associated with road disruption caused by the landslide were estimated. The maximum direct losses reached 293,100 USD, while indirect losses reached 423,800 USD, which has the same importance as direct losses. The risk curve reveals that the maximum probability of the road risk associated with the Chunchangba landslide is 0.0175 %, 0.0189 %, 0.0190 %, and 0.0191 % for the time interval of 5, 10, 20, and 50 years, respectively, with losses of 0.177 million USD/year. The regional disaster mitigation strategy is analyzed based on quantitative risk analysis. The results show that a new 2.7 km road on the mountain opposite the Chunchangba landslide can reduce indirect losses by approximately 300 times. The findings of this study contribute to sustainable development and landslide risk management in mountainous areas.
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来源期刊
Engineering Geology
Engineering Geology 地学-地球科学综合
CiteScore
13.70
自引率
12.20%
发文量
327
审稿时长
5.6 months
期刊介绍: Engineering Geology, an international interdisciplinary journal, serves as a bridge between earth sciences and engineering, focusing on geological and geotechnical engineering. It welcomes studies with relevance to engineering, environmental concerns, and safety, catering to engineering geologists with backgrounds in geology or civil/mining engineering. Topics include applied geomorphology, structural geology, geophysics, geochemistry, environmental geology, hydrogeology, land use planning, natural hazards, remote sensing, soil and rock mechanics, and applied geotechnical engineering. The journal provides a platform for research at the intersection of geology and engineering disciplines.
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