Large Deformation Settlement Series Solution and Numerical Simulation for Underpass Project Track

نویسندگان

چکیده

The settlement of track in a railroad underpass project was studied by theoretical analysis and numerical simulation, based on the model winkle beam elastic foundation. Taking roadbed as nonlinear boundary condition, control differential equation large deformation established solved Fourier series method; solution obtained establishing an actual compared analyzed with cosine function solution. correlation coefficients curves from were higher than those while maximum difference only 0.8% accuracy method is this paper, curve calculation reflects predicts well when cannot be measured directly.

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ژورنال

عنوان ژورنال: Applied sciences

سال: 2023

ISSN: ['2076-3417']

DOI: https://doi.org/10.3390/app13105865