Investigation on the micromechanical damage mechanism of cement-stabilized macadam after multiple freeze-thaw cycles

Cement-stabilized macadam is widely used in railway subgrade in cold regions. However, various diseases have occurred. In order to study the microscopic damage of cement-stabilized macadam after multiple cycles of freeze-thaw, the stress-strain curves were calculated by freeze-thaw tests in this pap...

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Main Authors: Xingcheng Sun, Xiaoyong Wu, Guofang Zhao, Zhanyou Yan
Format: Article
Language:English
Published: Frontiers Media S.A. 2025-03-01
Series:Frontiers in Materials
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Online Access:https://www.frontiersin.org/articles/10.3389/fmats.2024.1479306/full
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author Xingcheng Sun
Xiaoyong Wu
Guofang Zhao
Zhanyou Yan
author_facet Xingcheng Sun
Xiaoyong Wu
Guofang Zhao
Zhanyou Yan
author_sort Xingcheng Sun
collection DOAJ
description Cement-stabilized macadam is widely used in railway subgrade in cold regions. However, various diseases have occurred. In order to study the microscopic damage of cement-stabilized macadam after multiple cycles of freeze-thaw, the stress-strain curves were calculated by freeze-thaw tests in this paper. The discrete element model of cement-stabilized macadam constructed on the basis of discrete element theory was verified to be reasonable. After solving the linear/non-linear process of damage of cement-stabilized macadam, the relationship between the total damage variable and strain was obtained. The results show that as the number of freeze-thaw cycles increases, the initial damage variable increases. The results show that the more freeze-thaw cycles, the greater the initial damage variable. The damage variable formed after 20 freeze-thaw cycles is similar to that formed after 30 cycles. As the number of freeze-thaw cycles increases, the peak stress and particle contact area also decrease. The force chains are most numerous at the 215° position, and the number of force chains during the early stages of particle loading exceeds that in the later stages. The distribution of tangential and normal contact forces is symmetrical, with tangential stress distributed in an “∞” shape and normal contact force distributed in an “8” shape.
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publishDate 2025-03-01
publisher Frontiers Media S.A.
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spelling doaj-art-e695efbe78214b0c9a2cfe8cdf3c8ac12025-08-20T02:17:46ZengFrontiers Media S.A.Frontiers in Materials2296-80162025-03-011110.3389/fmats.2024.14793061479306Investigation on the micromechanical damage mechanism of cement-stabilized macadam after multiple freeze-thaw cyclesXingcheng Sun0Xiaoyong Wu1Guofang Zhao2Zhanyou Yan3School of Management, Shijiazhuang Tiedao University, Shijiazhuang, ChinaCommand Department, Shijiazhuang Fangzhou Highway Engineering Experiment and Testing Co., Ltd., Shijiazhuang, ChinaDepartment of Computer Technology, Hebei Vocational University of Industry and Technology, Shijiazhuang, ChinaSchool of Civil Engineering, Shijiazhuang Tiedao University, Shijiazhuang, ChinaCement-stabilized macadam is widely used in railway subgrade in cold regions. However, various diseases have occurred. In order to study the microscopic damage of cement-stabilized macadam after multiple cycles of freeze-thaw, the stress-strain curves were calculated by freeze-thaw tests in this paper. The discrete element model of cement-stabilized macadam constructed on the basis of discrete element theory was verified to be reasonable. After solving the linear/non-linear process of damage of cement-stabilized macadam, the relationship between the total damage variable and strain was obtained. The results show that as the number of freeze-thaw cycles increases, the initial damage variable increases. The results show that the more freeze-thaw cycles, the greater the initial damage variable. The damage variable formed after 20 freeze-thaw cycles is similar to that formed after 30 cycles. As the number of freeze-thaw cycles increases, the peak stress and particle contact area also decrease. The force chains are most numerous at the 215° position, and the number of force chains during the early stages of particle loading exceeds that in the later stages. The distribution of tangential and normal contact forces is symmetrical, with tangential stress distributed in an “∞” shape and normal contact force distributed in an “8” shape.https://www.frontiersin.org/articles/10.3389/fmats.2024.1479306/fullfreeze-thaw cyclesdiscrete element modeldamageforce chainscontact force
spellingShingle Xingcheng Sun
Xiaoyong Wu
Guofang Zhao
Zhanyou Yan
Investigation on the micromechanical damage mechanism of cement-stabilized macadam after multiple freeze-thaw cycles
Frontiers in Materials
freeze-thaw cycles
discrete element model
damage
force chains
contact force
title Investigation on the micromechanical damage mechanism of cement-stabilized macadam after multiple freeze-thaw cycles
title_full Investigation on the micromechanical damage mechanism of cement-stabilized macadam after multiple freeze-thaw cycles
title_fullStr Investigation on the micromechanical damage mechanism of cement-stabilized macadam after multiple freeze-thaw cycles
title_full_unstemmed Investigation on the micromechanical damage mechanism of cement-stabilized macadam after multiple freeze-thaw cycles
title_short Investigation on the micromechanical damage mechanism of cement-stabilized macadam after multiple freeze-thaw cycles
title_sort investigation on the micromechanical damage mechanism of cement stabilized macadam after multiple freeze thaw cycles
topic freeze-thaw cycles
discrete element model
damage
force chains
contact force
url https://www.frontiersin.org/articles/10.3389/fmats.2024.1479306/full
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AT xiaoyongwu investigationonthemicromechanicaldamagemechanismofcementstabilizedmacadamaftermultiplefreezethawcycles
AT guofangzhao investigationonthemicromechanicaldamagemechanismofcementstabilizedmacadamaftermultiplefreezethawcycles
AT zhanyouyan investigationonthemicromechanicaldamagemechanismofcementstabilizedmacadamaftermultiplefreezethawcycles