Abstract

In formulas that use the probabilistic method to calculate the stability of the CWR, the value of the cross-resistance of the track beds hasn’t fully taken into account the influence of the type of the parameter combination of the track bed, making the calculation results for a particular line undifferentiated. The analogy of the trajectory of the lateral displacement of the trackless bed is proposed. It is proposed that the lateral resistance of the track bed is also ambiguous within the allowable lateral displacement limit, and equivalent randomization is performed. Through the analysis of the characteristics of the appearance parameters of the track bed, a calculation formula containing multiple surface parameters for the lateral resistance of the track bed was established, and the values of various factors were reasonably analyzed. The purpose of this paper is to point out that in the stability evaluation formula, the value of the lateral parameters of the ballast bed lacks the consideration of the surface parameters. Based on the surface parameters, a model to evaluate the lateral resistance of the track bed is proposed. It can be seen as a refinement of the formula.

Highlights

  • Many factors, including ballast resistance, track frame stiffness, initial bending and temperature forces [1], must be considered in the analysis of structural stability of CWR

  • It is proposed that the lateral resistance of the track bed is ambiguous within the allowable lateral displacement limit, and equivalent randomization is performed

  • The purpose of this paper is to point out that in the stability evaluation formula, the value of the lateral parameters of the ballast bed lacks the consideration of the surface parameters

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Summary

Introduction

Many factors, including ballast resistance, track frame stiffness, initial bending and temperature forces [1], must be considered in the analysis of structural stability of CWR. The lateral resistance in the ballast resistance is the chief factor of maintaining the lateral stability of the line.

Zhang et al DOI
Fuzziness of Lateral Resistance
Fuzzy Equivalent Randomization of Lateral Resistance
The Lateral Resistance Considering Bed Surface Parameters
Values of Non-Quantitative Bed Surface Parameters
Values of Quantitative Bed Surface Parameters
Other Cases in Which the Bed Surface Parameters Would Be Affected
Conclusions
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