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- W2316943914 abstract "In this paper, the deformation properties of railroad ballast under the cyclic loading revealed by full-scale model test are discussed. A series of full-scale cyclic loading tests on the various loading amplitude and the various load center were performed. It is found that the growth of track settlement is large as maximumload is small, when the load amplitude is the same. The growth of track settlement decreases as the number of cyclic loading increases. Based on test results, an estimation method for the track settlement due to the cyclic loading is proposed. In the small number of cyclic loading, the prediction based on the hyperbolic and logarithmic approximation can explain well the track settlement behavior obtained by the full-scale tests." @default.
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- W2316943914 date "2002-01-01" @default.
- W2316943914 modified "2023-10-04" @default.
- W2316943914 title "Deformation Properties of Railroad Ballast Subjected to Cyclic Loading and Evaluation Method" @default.
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- W2316943914 doi "https://doi.org/10.2208/journalam.5.793" @default.
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