Evolution of unfrozen water in coarse-grained frozen soils during thermal thawing: Integrative observations and mechanistic modeling

• Dual- T 2 cutoffs (frz:1.05/2.25 ms, thw:1.05/2.77 ms) show reversed water transition. • Ultrasonic vel. drops >800% (-3→3°C) indicates ice-soil pts. thawing collapse. • Resist.- θ u model valid for clay/silt/sand, resist. sharply increases at θ u<2.89%. • NMR measures 2355% bound water increase during -5 to 0°C thaw. • Multi-param diagnose builds thermal-thaw alert frmk. for coarse-grained permafrost. Predicting thermal thawing disasters in coarse-grained frozen soil remains an urgent challenge. To address the limitations of traditional frozen soil models and the unclear multi-physics links, this study utilizes nuclear magnetic resonance (NMR), ultrasound, and resistivity tests to investigate the one-sided phase change in coarse frozen soil. Key innovations include: defining a distinct T ₂ cutoff value for coarse-grained soils and quantifying the asynchronous phase transition behavior of bound water, capillary water, and free water in coarse-grained soils. Revealing a sequence diametrically opposed to the progressive phase transition in fine-grained soils (free water freezes before thawing, while bound water does the opposite). Ultrasonic waves reveal a distinctive brittle failure threshold (-3°C) during the thawing process of coarse-grained soils, characterized by a sharp decline in wave velocity (828.85%). This abrupt change contrasts markedly with the gradual variation observed in fine-grained soils, providing a unique precursor to thermal instability caused by ice-cemented collapse. A universally applicable resistivity ρ -unfrozen water model θ u (R² > 0.90) has been established, effectively overcoming the limitations of traditional models in coarse-grained soils. This model accurately captures critical states such as conductive network fractures ( θ u < 2.89%). The multi-parameter diagnostic system provides a framework for thermal thawing hazard warnings in coarse-grained frozen soil engineering. This is significant for monitoring and reducing instability in railways, roads, and pipelines in frozen soil.

Authors

Institutions

Publication Details

Journal
Results in Engineering
Published
2025-11-08
DOI
https://doi.org/10.1016/j.rineng.2025.108130
Primary Topic
Climate change and permafrost
Type
article
Field-Weighted Citation Impact
0.00
Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

Evolution of unfrozen water in coarse-grained frozen soils during thermal thawing: Integrative observations and mechanistic modeling

Kekuo Yuan, Hongdan Yu, Min Zhang, Wenjun Li
Results in Engineering
Climate change and permafrost
article

Evolution of unfrozen water in coarse-grained frozen soils during thermal thawing: Integrative observations and mechanistic modeling

Kekuo Yuan, Hongdan Yu, Min Zhang, Wenjun Li
article en

Abstract

• Dual- T 2 cutoffs (frz:1.05/2.25 ms, thw:1.05/2.77 ms) show reversed water transition. • Ultrasonic vel. drops >800% (-3→3°C) indicates ice-soil pts. thawing collapse. • Resist.- θ u model valid for clay/silt/sand, resist. sharply increases at θ u<2.89%. • NMR measures 2355% bound water increase during -5 to 0°C thaw. • Multi-param diagnose builds thermal-thaw alert frmk. for coarse-grained permafrost. Predicting thermal thawing disasters in coarse-grained frozen soil remains an urgent challenge. To address the limitations of traditional frozen soil models and the unclear multi-physics links, this study utilizes nuclear magnetic resonance (NMR), ultrasound, and resistivity tests to investigate the one-sided phase change in coarse frozen soil. Key innovations include: defining a distinct T ₂ cutoff value for coarse-grained soils and quantifying the asynchronous phase transition behavior of bound water, capillary water, and free water in coarse-grained soils. Revealing a sequence diametrically opposed to the progressive phase transition in fine-grained soils (free water freezes before thawing, while bound water does the opposite). Ultrasonic waves reveal a distinctive brittle failure threshold (-3°C) during the thawing process of coarse-grained soils, characterized by a sharp decline in wave velocity (828.85%). This abrupt change contrasts markedly with the gradual variation observed in fine-grained soils, providing a unique precursor to thermal instability caused by ice-cemented collapse. A universally applicable resistivity ρ -unfrozen water model θ u (R² > 0.90) has been established, effectively overcoming the limitations of traditional models in coarse-grained soils. This model accurately captures critical states such as conductive network fractures ( θ u < 2.89%). The multi-parameter diagnostic system provides a framework for thermal thawing hazard warnings in coarse-grained frozen soil engineering. This is significant for monitoring and reducing instability in railways, roads, and pipelines in frozen soil.

Results in EngineeringVol. 28
Institute of Rock and Soil Mechanics (CN), Geomechanica (Canada) (CA), Xijing University (CN), Shaanxi University of Science and Technology (CN)
Openalex Percentile: Top 62%
Climate change and permafrost
AI Navigator

Ask Laika to Summarize, Analyze, and Connect papers live on the map.

Summarize Papers & Methodologies

Extract key findings, datasets, and comparative methods across publications.

Benchmark Rankings & Visual Analytics

Rank top research institutions, authors, funders, topics, and journals by Field-Weighted Citation Impact (FWCI) and paper volume with instant charts.

Connect Distant Disciplines

Bridge topological clusters on the map to find hidden collaborative intersections.