Laboratory study on degradation of ballast mixed with crumb rubber under impact loads
Author:
Affiliation:
1. State Key Laboratory of Mechanical Behavior and System Safety of Traffic Engineering Structures, Shijiazhuang Tiedao University, Shijiazhuang, Hebei, China
2. School of Civil Engineering, Shijiazhuang Tiedao University, Shijiazhuang, Hebei, China
Funder
Scientific Research Projects for Higher Education Institutions of Hebei Province
State Key Laboratory Project
Fundamental Research Funds for Higher Education Institutions of Hebei Province
Publisher
Informa UK Limited
Subject
Mechanics of Materials,Transportation,Automotive Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/23248378.2022.2108151
Reference53 articles.
1. Effect of confining pressure on ballast degradation and deformation under cyclic triaxial loading
2. Effect of confining pressure and frequency on the deformation of ballast
3. Effect of cyclic loading frequency on the permanent deformation and degradation of railway ballast
4. Deformation and Degradation Mechanisms of Railway Ballast under High Frequency Cyclic Loading
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1. Effect of the combination of geogrid and rubber granules on the performance of ballast under impact loads;Granular Matter;2023-12-18
2. Machine learning approach to railway ballast degradation prognosis considering crumb rubber modification and parent rock strength;Construction and Building Materials;2023-12
3. DEM analysis of the cyclic behavior of ballast mixed with crumb rubber;Construction and Building Materials;2023-04
4. Elastic inclusions in ballasted tracks – a review and recommendations;International Journal of Rail Transportation;2023-01-30
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