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A constitutive model for cyclic densification of coarse-grained soil filler for the high-speed railway subgrade considering particle breakage
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Yangsheng Ye, Degou Cai, Lin Geng, Hongye Yan, Junkai Yao, Feng Chen
Railway Sciences | 2022, 1(1) : 1 - 15
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Railway Sciences | 2022, 1(1): 1-15
Research paper
A constitutive model for cyclic densification of coarse-grained soil filler for the high-speed railway subgrade considering particle breakage
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Yangsheng Ye, Degou Cai, Lin Geng, Hongye Yan, Junkai Yao, Feng Chen
Affiliations
  • State Key Laboratory for Track Technology of High-Speed Railway, China Academy of Railway Sciences Corporation Limited, Beijing, China
  • Beijing Tieke Special Engineering Technology Corporation Limited, China Academy of Railway Sciences Corporation Limited, Beijing, China
  • State Key Laboratory for Track Technology of High-Speed Railway, China Academy of Railway Sciences Corporation Limited, Beijing, China
Published: 2022-05-10 doi: 10.1108/RS-04-2022-0020
Outline
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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.

High-speed railway  /  Subgrade  /  Coarse-grained soil filler  /  Particle breakage  /  Cumulative deformation  /  Stress ratio  /  Cyclic densification model
Yangsheng Ye, Degou Cai, Lin Geng, Hongye Yan, Junkai Yao, Feng Chen. A constitutive model for cyclic densification of coarse-grained soil filler for the high-speed railway subgrade considering particle breakage[J]. Railway Sciences, 2022 , 1 (1) : 1 -15 . DOI: 10.1108/RS-04-2022-0020
  • the National Natural Science Foundation of China(41731288; 41972299)
  • Task of Science and Technology R&D Program of China Railway Corporation(P2018G050)
  • the R&D Fund Project of China Academy of Railway Science Corporation Limited(2019YJ026)
Year 2022 volume 1 Issue 1
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Article Info
doi: 10.1108/RS-04-2022-0020
  • Receive Date:2022-01-10
  • Online Date:2026-06-11
  • Published:2022-05-10
Article Data
Affiliations
History
  • Received:2022-01-10
  • Revised:2022-02-01
  • Accepted:2022-04-11
Funding
the National Natural Science Foundation of China(41731288; 41972299)
Task of Science and Technology R&D Program of China Railway Corporation(P2018G050)
the R&D Fund Project of China Academy of Railway Science Corporation Limited(2019YJ026)
Affiliations
    State Key Laboratory for Track Technology of High-Speed Railway, China Academy of Railway Sciences Corporation Limited, Beijing, China
    Beijing Tieke Special Engineering Technology Corporation Limited, China Academy of Railway Sciences Corporation Limited, Beijing, China
    State Key Laboratory for Track Technology of High-Speed Railway, China Academy of Railway Sciences Corporation Limited, Beijing, China

Corresponding:

Yangsheng Ye can be contacted at:
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表12种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)

Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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