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
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