Characteristic of Longitudinal Coupled Prefabricated Slab Track (LCPBT): Numerical Simulation Analysis of Uneven Sub Grade Performance

Workuha Dagnew Assefa; Juan Juan Ren

doi:10.4028/www.scientific.net/AMM.501-504.474

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 501-504Characteristic of Longitudinal Coupled...

Characteristic of Longitudinal Coupled Prefabricated Slab Track (LCPBT): Numerical Simulation Analysis of Uneven Sub Grade Performance

Abstract:

With in the development of high-speed railway countrys China is one of the competent use of ballast less track spreader and largely applied on sub grade, in order to ensure high speed, safe and comfortable run of the train, the sub grade structure must provide smoother and more stable support for the upper track structure, but the problems caused by non uniformity sub grade structure performance are increasingly prominent. There have many serious problems such as low precision of measurement, low degree of automation, compaction mechanism, sometimes consolidation time and high interference of human factors. This paper described as the structural characteristics of longitudinal coupled prefabricated slab track System similar to bögl from German, a model for static analysis has been developed. Based on the model, the slab track element is presented. This element includes rail, rail fastening, prefabricated slab, CA mortar, and base plate and sub grade.

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Periodical:

Applied Mechanics and Materials (Volumes 501-504)

Pages:

474-479

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.501-504.474

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Online since:

January 2014

Authors:

Workuha Dagnew Assefa*, Juan Juan Ren

Keywords:

Slab Track Model, Uneven Range along the Rail Lateral Sub Grade Structure, Uneven Sub Grade Structure Performance Impact Analysis

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* - Corresponding Author

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