{"title":"An approach to risk of rockfalls on roads. Case study of the Rafael Caldera Highway","authors":"","doi":"10.1016/j.trgeo.2024.101360","DOIUrl":null,"url":null,"abstract":"<div><p>In recent times, significant advancements have been made in the development of road safety, making it a key focus for Highway Engineers. To ensure the safety of road users, various methodologies have been established for assessing vulnerability, threat, and risk in both road infrastructure and vehicles. This article proposes an evaluation of the risk associated with rockfall on roads, incorporating the analysis of geotechnical and road parameters, verification of risk and vulnerability criteria, statistical analysis of vehicle vulnerability, and the assessment of kinematic slope stability. Additionally, the classification of rock masses in terms of threat is considered, leading to the development of a novel methodology for risk assessment. The evaluation of threat, vulnerability, and risk utilizes conventional methods such as assessing rock mass quality, kinematic stability analysis, and statistical parameters. This methodology has been implemented on the Mérida-El Vigía Highway, giving results consistent with those observed on the ground, unlike the others implemented in the area.</p></div>","PeriodicalId":56013,"journal":{"name":"Transportation Geotechnics","volume":null,"pages":null},"PeriodicalIF":4.9000,"publicationDate":"2024-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Transportation Geotechnics","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S2214391224001818","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
引用次数: 0
Abstract
In recent times, significant advancements have been made in the development of road safety, making it a key focus for Highway Engineers. To ensure the safety of road users, various methodologies have been established for assessing vulnerability, threat, and risk in both road infrastructure and vehicles. This article proposes an evaluation of the risk associated with rockfall on roads, incorporating the analysis of geotechnical and road parameters, verification of risk and vulnerability criteria, statistical analysis of vehicle vulnerability, and the assessment of kinematic slope stability. Additionally, the classification of rock masses in terms of threat is considered, leading to the development of a novel methodology for risk assessment. The evaluation of threat, vulnerability, and risk utilizes conventional methods such as assessing rock mass quality, kinematic stability analysis, and statistical parameters. This methodology has been implemented on the Mérida-El Vigía Highway, giving results consistent with those observed on the ground, unlike the others implemented in the area.
期刊介绍:
Transportation Geotechnics is a journal dedicated to publishing high-quality, theoretical, and applied papers that cover all facets of geotechnics for transportation infrastructure such as roads, highways, railways, underground railways, airfields, and waterways. The journal places a special emphasis on case studies that present original work relevant to the sustainable construction of transportation infrastructure. The scope of topics it addresses includes the geotechnical properties of geomaterials for sustainable and rational design and construction, the behavior of compacted and stabilized geomaterials, the use of geosynthetics and reinforcement in constructed layers and interlayers, ground improvement and slope stability for transportation infrastructures, compaction technology and management, maintenance technology, the impact of climate, embankments for highways and high-speed trains, transition zones, dredging, underwater geotechnics for infrastructure purposes, and the modeling of multi-layered structures and supporting ground under dynamic and repeated loads.