A constitutive model for cyclic densification of coarse-grained soil filler for the high-speed railway subgrade considering particle breakage. Issue 1 (23rd May 2022)

• Record Type: Journal Article
• Authors: Ye, Yangsheng; Cai, Degou; Geng, Lin; Yan, Hongye; Yao, Junkai; Chen, Feng
• Is Part Of: Railway sciences. Volume 1:Issue 1(2022)
• Page Start: 1
• Page End: 15
• Publication Date: 2022-05-23
• Subjects: High-speed railway -- Subgrade -- Coarse-grained soil filler -- Particle breakage -- Cumulative deformation -- Stress ratio -- Cyclic densification model; 625.1
• DOI: 10.1108/RS-04-2022-0020
• Languages: English
• ISSNs: 2755-0907

Abstract

Abstract : Purpose: This study aims to propose a semiempirical and semitheoretical cyclic compaction constitutive model of coarse-grained soil filler for the high-speed railway (HSR) subgrade under cyclic load. Design/methodology/approach: According to the basic framework of critical state soil mechanics and in view of the characteristics of the coarse-grained soil filler for the HSR subgrade to bear the train vibration load repeatedly for a long time, the hyperbolic empirical relationship between particle breakage and plastic work was derived. Considering the influence of cyclic vibration time and stress ratio, the particle breakage correction function of coarse-grained soil filler for the HSR subgrade under cyclic load was proposed. According to the classical theory of plastic mechanics, the shearing dilatation equation of the coarse-grained soil filler for the HSR subgrade considering particle breakage was modified and obtained. A semiempirical and semitheoretical cyclic compaction constitutive model of coarse-grained soil filler for the HSR subgrade under cyclic load was further established. The backward Euler method was used to discretize the constitutive equation, build a numerical algorithm of "elastic prediction and plastic modification" and make a secondary development of the program to solve the cyclic compaction model. Findings: Through the comparison with the result of laboratory triaxial test under the cyclic loading of coarse-grained soil filler for the HSR subgrade, the accuracy and applicability of the cyclic compaction model were verified. Results show that the model can accurately predict the cumulative deformation characteristics of coarse-grained soil filler for the HSR subgrade under the train vibration loading repeatedly for a long time. It considers the effects of particle breakage and stress ratio, which can be used to calculate and analyze the stress and deformation evolution law of the subgrade structure for HSR. Originality/value: The research can provide a simple and practical method for calculating deformation of railway under cyclic loading.