Abstract
Ballast is a major railway component whose behaviour is still not suffciently controlled. The identification of mechanisms leading to track ageing is diffcult to achieve as the process occurs over several years at particle scale. Models have been proposed to take into account ballast characteristics and provide a description of geometrical and structural modifications of ballast particles through time. To be relevant, these models must be supplied with reliable and realistic input data such as on-site density and stiffness modulus. This article presents results that could provide these parameters, starting with on-site tests that link them with cone penetration energy. © Periodica Polytechnica 2011.
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Breul, P., & Saussine, G. (2011). On site mechanical characterization of the ballast state. Periodica Polytechnica Civil Engineering, 55(1), 31–38. https://doi.org/10.3311/pp.ci.2011-1.04
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