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Strain accumulation and plastic shakedown criterion of coarse-grained soil under long-term cyclic loading
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Yongli HU1, 2, Zhifeng WU3, Dongjie ZHANG3, Qionglin LI3, Liping WANG4, Guangming TIAN4, Xiaopeng WANG2
Earthquake Engineering and Engineering Dynamics | 2025, 45(1) : 103 - 112
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Earthquake Engineering and Engineering Dynamics | 2025, 45(1): 103-112
Strain accumulation and plastic shakedown criterion of coarse-grained soil under long-term cyclic loading
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Yongli HU1, 2, Zhifeng WU3, Dongjie ZHANG3, Qionglin LI3, Liping WANG4, Guangming TIAN4, Xiaopeng WANG2
Affiliations
  • 1.School of Mechanical Engineering, Southwest Jiaotong University, Chengdu 610031, China
  • 2.Jinan Communications Development & Investment Co., Ltd., Jinan 250101, China
  • 3.School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China
  • 4.China Railway 22nd Bureau Group 4th Corporation Limited, Tianjin 301700, China
Published: 2025-02-28 doi: 10.13197/j.eeed.2025.0111
Outline
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The dynamic response of compacted coarse-grained soil as a filling material for the surface layer of railway subgrade bedding is crucial for the overall performance of the subgrade structure under long-term cyclic train loads. This study conducted a series of cyclic triaxial tests to investigate the effects of fine content, confining pressure, and cyclic stress amplitude on the accumulated behavior of coarse-grained soils. The test results indicate that under the same cyclic loading conditions, specimens with higher fine content exhibit less accumulated axial strain. Furthermore, coarse-grained soil specimens exhibit less accumulated axial strain under higher confining pressure or lower cyclic stress amplitudes. Subsequently, the plastic shakedown limit of coarse-grained soils with different fine contents was determined based on a universal shakedown criterion. The results demonstrate that the plastic shakedown limit of coarse-grained soil specimens gradually increases with an increase in fine content. Under higher confining pressure, the corresponding plastic shakedown limit of coarse-grained soil is also higher. Additionally, by plotting the stress state corresponding to the plastic shakedown limit of coarse-grained soil on the plane of p-q, a relationship was established between the coefficient of fine content (FC) and the model parameters in the existing shakedown criterion. A united plastic shakedown criterion is then proposed for coarse-grained soils with different fine contents. The conclusions can provide a theoretical foundation for the design and stability assessment of railway subgrades.

coarse-grained soil  /  fine content  /  accumulated strain  /  plastic shakedown limit
Yongli HU, Zhifeng WU, Dongjie ZHANG, Qionglin LI, Liping WANG, Guangming TIAN, Xiaopeng WANG. Strain accumulation and plastic shakedown criterion of coarse-grained soil under long-term cyclic loading[J]. Earthquake Engineering and Engineering Dynamics, 2025 , 45 (1) : 103 -112 . DOI: 10.13197/j.eeed.2025.0111
Year 2025 volume 45 Issue 1
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Article Info
doi: 10.13197/j.eeed.2025.0111
  • Receive Date:2023-12-06
  • Online Date:2026-03-20
  • Published:2025-02-28
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History
  • Received:2023-12-06
  • Revised:2024-03-13
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Affiliations
    1.School of Mechanical Engineering, Southwest Jiaotong University, Chengdu 610031, China
    2.Jinan Communications Development & Investment Co., Ltd., Jinan 250101, China
    3.School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China
    4.China Railway 22nd Bureau Group 4th Corporation Limited, Tianjin 301700, China
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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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