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. 2024 Mar 14;11:293. doi: 10.1038/s41597-024-03112-7

Table 1.

Definition of HSR Subgrade Defect.

Type of defect Definition Type of defect Definition
Subgrade settlement Settlement refers to the vertical deformation that occurs over a small or extensive area due to inadequate compaction of subgrade soil, insufficient depth of foundation treatment, damage between piles, creep of underlying soil layers, or regional settling. Frost damage In cold regions, subgrade and its protective structures experience uneven frost heave under low temperature conditions, leading to issues like tilting and cracking of protective structures.
Mud pumping This defect occurs in areas with poor drainage. Repeated vibrations from train traffic cause softening or thixotropic liquefaction of the sub-ballast, leading to the formation of mud slurry. Uplift deformation This happens when expansive soils or rocks within the subgrade or its base react with external moisture, causing the subgrade to arch upwards.
Soil extrusion This deformation occurs when sub-ballast soil undergoes shear failure under the load of the train, leading to lateral squeezing. Slope failure Slope slipping and collapsing refer to the shallow sliding or collapse of soil slopes.
Deterioration of protection structures These defects in retaining structures occur due to natural environmental factors, uneven settling of foundations, and issues in construction and design. Poor drainage Poor or insufficient drainage leads to rainwater penetrating into or eroding the subgrade, deteriorating the quality of the subgrade or its stability.