Freeze-thaw performance of phase change material (PCM) incorporated pavement subgrade soil

被引：84
|
作者：
Mahedi, Masrur [1 ]
Cetin, Bora [2 ]
Cetin, Kristen S. [3 ]
机构：
[1] Iowa State Univ, Dept Civil Construct & Environm Engn, 136 Town Engn Bldg, Ames, IA 50011 USA
[2] Iowa State Univ, Dept Civil Construct & Environm Engn, 494 Town Engn Bldg, Ames, IA 50011 USA
[3] Iowa State Univ, Dept Civil Construct & Environm Engn, 428 Town Engn Bldg, Ames, IA 50011 USA
来源：
CONSTRUCTION AND BUILDING MATERIALS | 2019年 / 202卷
关键词：
Freeze-thaw; Frost susceptibility; Heaving; Thaw weakening; Frozen soil; Pavement subgrade; THERMAL-ENERGY STORAGE; TEMPERATURE; FEASIBILITY; CONCRETE; STRENGTH; CEMENT;
D O I：
10.1016/j.conbuildmat.2018.12.210
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
Phase Change Materials (PCMs) can store and release large amounts of energy in the form of latent heat during their phase changes, which could be utilized in controlling the freeze-thaw impact on pavement foundation systems. Untreated, and Class C fly ash-treated loess soil amended with three different dosages of paraffin-based liquid, and microencapsulated PCMs were evaluated using unconfined compression, volume change, and frost heave tests. The results of this research support the use of PCMs in controlling the freeze-thaw effect on subgrade soil. Further recommendations are provided on PCMs selection, composite type PCMs, incorporation method, and chemical stability. (C) 2018 Elsevier Ltd. All rights reserved.
引用
收藏
页码：449 / 464
页数：16
相关论文
共 50 条
  • [1] Performance of the phase change material (PCM) to reduce freeze-thaw effect in cementitious composites
    Acikok, Fatih
    Ardoga, Mehmet Kemal
    Sahmaran, Mustafa
    ADVANCES IN CEMENT RESEARCH, 2023, 36 (04) : 150 - 163
  • [2] Numerical analysis of the freeze-thaw performance of cementitious composites that contain phase change material (PCM)
    Esmaeeli, Hadi S.
    Farnam, Yaghoob
    Haddock, John E.
    Zavattieri, Pablo D.
    Weiss, W. Jason
    MATERIALS & DESIGN, 2018, 145 : 74 - 87
  • [3] Effects of Phase Change Materials on the Freeze-Thaw Performance of Expansive Soil
    Chen, Yong
    Huang, Yinghao
    Wang, Shuo
    Mu, Yanhu
    JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2023, 35 (07)
  • [4] Performance of clay soil reinforced with PET plastic waste subjected to freeze-thaw cycles for pavement subgrade application
    Zhu, Jiasheng
    Saberian, Mohammad
    Li, Jie
    Maqsood, Tariq
    Yang, Wei
    COLD REGIONS SCIENCE AND TECHNOLOGY, 2023, 214
  • [5] Improvement in the freeze-thaw resistance performance of concretes by a composite phase change material
    Li, Shuangyang
    Yu, Bentian
    Jiang, Qi
    Zhu, Huaitai
    Chen, Yanfei
    Wang, Chong
    CASE STUDIES IN CONSTRUCTION MATERIALS, 2024, 20
  • [6] A composite phase change material for improving the freeze-thaw resistance performance of cement mortars
    Yu, Bentian
    Li, Shuangyang
    Zhu, Huaitai
    Jiang, Qi
    Wang, Dayan
    Chen, Yanfei
    CONSTRUCTION AND BUILDING MATERIALS, 2023, 387
  • [7] Effects of Microencapsulated Phase Change Material on the Behavior of Silty Soil Subjected to Freeze-Thaw Cycles
    Gencdal, Hazal Berrak
    Kilic, Havvanur
    SUSTAINABILITY, 2023, 15 (15)
  • [8] Mechanism of the Freeze-Thaw Deterioration of Clay Incorporating Phase Change Material
    Yue, Xueqin
    Wang, Zefan
    Liu, Donghai
    JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2025, 37 (01)
  • [9] Dynamic responses of frozen subgrade soil exposed to freeze-thaw cycles
    Zhou, Zhiwei
    Li, Guoyu
    Shen, Mingde
    Wang, Qingzhi
    SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2022, 152
  • [10] Potential applications of phase change materials to mitigate freeze-thaw deteriorations in concrete pavement
    Yeon, Jung Heum
    Kim, Kwan-Kyu
    CONSTRUCTION AND BUILDING MATERIALS, 2018, 177 : 202 - 209
12345