IDEAS home Printed from https://ideas.repec.org/a/gam/jsusta/v18y2026i6p2808-d1892090.html

Mechanisms of Fouled Railway Ballast Deterioration Under Freeze–Thaw and Cyclic Loading: Implications for Sustainable Maintenance in Seasonal Frozen Regions

Author

Listed:
  • Dongjie Zhang

    (School of Civil and Hydraulic Engineering, Xichang University, Xichang 615000, China
    Yibin Research Institute, Southwest Jiaotong University, Yibin 644000, China
    School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China)

  • Qionglin Li

    (Yibin Research Institute, Southwest Jiaotong University, Yibin 644000, China
    School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China)

  • Shanhao Li

    (School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China)

  • Kai Cui

    (Yibin Research Institute, Southwest Jiaotong University, Yibin 644000, China
    School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China)

  • Xiaotong Qin

    (Yibin Research Institute, Southwest Jiaotong University, Yibin 644000, China
    School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China)

  • Zhanyuan Zhu

    (School of Civil and Hydraulic Engineering, Xichang University, Xichang 615000, China)

  • Zhijia Zhang

    (School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China)

Abstract

Maintaining ballast performance in seasonal frozen regions is essential for resilient and sustainable railway infrastructure because freeze–thaw-driven fouling can shorten service life and increase maintenance-related material consumption. To investigate the deterioration mechanisms of fouled railway ballast in seasonal frozen regions, freeze–thaw cycle tests and cyclic loading model tests were conducted in sequence using a custom low-temperature geotechnical system. The test results processed by Origin software indicate that unfrozen water migrates toward the freezing front under temperature gradients and forms ice lenses during freezing. During thawing, meltwater is retained above the underlying frozen soil. Repeated freeze–thaw cycles therefore promote progressive water accumulation in the upper soil layers, eventually forming a clay layer with high water content. Under cyclic loading, interlayer thickening exhibited clear moisture thresholds relative to the clay liquid limit (LL = 24%). Below the LL (18–24%), ballast penetration and fines migration were limited and thickness increased slowly. Above the LL, rapid strength loss accelerated penetration and upward transport. At an initial water content of 32%, fines migration surpassed the ballast surface and the ballast became fully fouled, meaning that the fouled interlayer thickness equaled the full 100 mm ballast-layer thickness. Fouling severity increased sharply with moisture: the void contaminant index exceeded the maintenance criterion (VCI > 40%) at 28% water content and evolved into severe mud pumping at higher concentrations. Excess pore water pressure developed stratification with depth, maintaining an upward hydraulic gradient near the interface and yielding a net water loss of 2.24–6.91% in the upper fine-grained layer. These quantified thresholds and mechanistic insights provide actionable trigger points for condition-based maintenance and climate-adaptive design, helping extend track-bed service life and reduce resource-intensive ballast renewal in seasonal frozen regions.

Suggested Citation

  • Dongjie Zhang & Qionglin Li & Shanhao Li & Kai Cui & Xiaotong Qin & Zhanyuan Zhu & Zhijia Zhang, 2026. "Mechanisms of Fouled Railway Ballast Deterioration Under Freeze–Thaw and Cyclic Loading: Implications for Sustainable Maintenance in Seasonal Frozen Regions," Sustainability, MDPI, vol. 18(6), pages 1-23, March.
  • Handle: RePEc:gam:jsusta:v:18:y:2026:i:6:p:2808-:d:1892090
    as

    Download full text from publisher

    File URL: https://www.mdpi.com/2071-1050/18/6/2808/pdf
    Download Restriction: no

    File URL: https://www.mdpi.com/2071-1050/18/6/2808/
    Download Restriction: no
    ---><---

    More about this item

    Keywords

    ;
    ;
    ;
    ;
    ;

    Statistics

    Access and download statistics

    Corrections

    All material on this site has been provided by the respective publishers and authors. You can help correct errors and omissions. When requesting a correction, please mention this item's handle: RePEc:gam:jsusta:v:18:y:2026:i:6:p:2808-:d:1892090. See general information about how to correct material in RePEc.

    If you have authored this item and are not yet registered with RePEc, we encourage you to do it here. This allows to link your profile to this item. It also allows you to accept potential citations to this item that we are uncertain about.

    We have no bibliographic references for this item. You can help adding them by using this form .

    If you know of missing items citing this one, you can help us creating those links by adding the relevant references in the same way as above, for each refering item. If you are a registered author of this item, you may also want to check the "citations" tab in your RePEc Author Service profile, as there may be some citations waiting for confirmation.

    For technical questions regarding this item, or to correct its authors, title, abstract, bibliographic or download information, contact: MDPI Indexing Manager (email available below). General contact details of provider: https://www.mdpi.com .

    Please note that corrections may take a couple of weeks to filter through the various RePEc services.

    IDEAS is a RePEc service. RePEc uses bibliographic data supplied by the respective publishers.