Laura Ibagón , Bernardo Caicedo , Juan P. Villacreses , Álvaro Achury-Florian
{"title":"未铺路面搓板现象的理论建模","authors":"Laura Ibagón , Bernardo Caicedo , Juan P. Villacreses , Álvaro Achury-Florian","doi":"10.1016/j.trgeo.2025.101484","DOIUrl":null,"url":null,"abstract":"<div><div>Washboard, or corrugation, is a common phenomenon of soil deformation on unpaved roads. Undulations appear on granular material roads due to the velocity and mass of the vehicles. This work proposes a theoretical model for analysing the washboard phenomenon on unpaved roads that allows computing the soil’s permanent displacements and the forces produced by the passage of a wheel. The model uses the dynamic equilibrium, soil-bearing capacity, and macro element models based on the theory proposed by Wolf. This model was validated by comparing experimentally measured deformations and forces on a circular sandy path with an instrumented rotating wheel. A parametrical analysis was also conducted to understand the variables strongly related to the washboard phenomenon. This analysis focuses on the effect of the mechanical soil properties and the wheel velocity on the soil’s permanent displacement and contact forces. The results suggest that undulations start to form at a certain critical speed. The analysis also shows that cohesion, more than friction angle, could be important in reducing road corrugation.</div></div>","PeriodicalId":56013,"journal":{"name":"Transportation Geotechnics","volume":"50 ","pages":"Article 101484"},"PeriodicalIF":4.9000,"publicationDate":"2025-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Theoretical modelling of the washboard phenomenon on unpaved roads\",\"authors\":\"Laura Ibagón , Bernardo Caicedo , Juan P. Villacreses , Álvaro Achury-Florian\",\"doi\":\"10.1016/j.trgeo.2025.101484\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>Washboard, or corrugation, is a common phenomenon of soil deformation on unpaved roads. Undulations appear on granular material roads due to the velocity and mass of the vehicles. This work proposes a theoretical model for analysing the washboard phenomenon on unpaved roads that allows computing the soil’s permanent displacements and the forces produced by the passage of a wheel. The model uses the dynamic equilibrium, soil-bearing capacity, and macro element models based on the theory proposed by Wolf. This model was validated by comparing experimentally measured deformations and forces on a circular sandy path with an instrumented rotating wheel. A parametrical analysis was also conducted to understand the variables strongly related to the washboard phenomenon. This analysis focuses on the effect of the mechanical soil properties and the wheel velocity on the soil’s permanent displacement and contact forces. The results suggest that undulations start to form at a certain critical speed. The analysis also shows that cohesion, more than friction angle, could be important in reducing road corrugation.</div></div>\",\"PeriodicalId\":56013,\"journal\":{\"name\":\"Transportation Geotechnics\",\"volume\":\"50 \",\"pages\":\"Article 101484\"},\"PeriodicalIF\":4.9000,\"publicationDate\":\"2025-01-01\",\"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/S2214391225000030\",\"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}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Transportation Geotechnics","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S2214391225000030","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}
Theoretical modelling of the washboard phenomenon on unpaved roads
Washboard, or corrugation, is a common phenomenon of soil deformation on unpaved roads. Undulations appear on granular material roads due to the velocity and mass of the vehicles. This work proposes a theoretical model for analysing the washboard phenomenon on unpaved roads that allows computing the soil’s permanent displacements and the forces produced by the passage of a wheel. The model uses the dynamic equilibrium, soil-bearing capacity, and macro element models based on the theory proposed by Wolf. This model was validated by comparing experimentally measured deformations and forces on a circular sandy path with an instrumented rotating wheel. A parametrical analysis was also conducted to understand the variables strongly related to the washboard phenomenon. This analysis focuses on the effect of the mechanical soil properties and the wheel velocity on the soil’s permanent displacement and contact forces. The results suggest that undulations start to form at a certain critical speed. The analysis also shows that cohesion, more than friction angle, could be important in reducing road corrugation.
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.