Freeze–Thaw Impact on the Mechanical Properties and Microstructure Changes of Sandstone with Varying Water Saturations

This experimental study focuses on the performance of sandstone under freeze–thaw (F-T) cycles with different water saturations. Sandstone is widely involved in engineering constructions such as tunnels, slopes, and foundations in cold regions, where F-T cycles induced by seasonal temperature variations frequently cause severe structural damage (e.g., spalling and cracking) and even engineering failures, posing significant threats to construction safety and service durability. Hence, investigating its performance under F-T cycles with different water saturations is of critical practical significance, addressing the urgent need for durability assessment of cold region rock engineering. Sandstone samples with water saturations of 0%, 25%, 50%, 75%, and 100% were prepared and then subjected to 0, 30, 60, and 90 F-T cycles, aiming to comprehensively investigate the changes in microstructure damage and mechanical properties. The nuclear magnetic resonance technique was used to analyze the microstructure. The T2 spectrum curve of the pore size distribution was obtained, and the pores were divided into micropores (T2 < 3 ms), mesopores (3 ms ≤ T2 ≤ 33 ms), and macropores (T2 > 33 ms). The research results show that with the increase in water saturation and F-T cycles, the pore structure has changed significantly. Higher water saturation and a larger number of F-T cycles result in more severe microstructure damage, specifically manifested as an increase in porosity. Uniaxial compressive strength (UCS) tests were also conducted. A prediction model for the UCS deterioration of F-T rocks under different water saturations was established and verified. It was found that there is a negative correlation between the UCS and water saturation as well as the F-T cycles. The model can well describe the mechanical deterioration characteristics of sandstone samples under different water saturations and F-T cycles. This study provides valuable insights into understanding the degradation mechanism of sandstone under different water saturations and offers crucial data support for the design of anti-freeze–thaw measures, durability evaluation, and risk mitigation of sandstone engineering in cold regions.

Authors

Institutions

Publication Details

Journal
Journal of Cold Regions Engineering
Published
2026-03-31
DOI
https://doi.org/10.1061/jcrgei.creng-1074
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

Freeze–Thaw Impact on the Mechanical Properties and Microstructure Changes of Sandstone with Varying Water Saturations

Zhiguo Li, Zhixing Li, Y. H. Jiang, Guang Li
Journal of Cold Regions Engineering
Climate change and permafrost
article

Freeze–Thaw Impact on the Mechanical Properties and Microstructure Changes of Sandstone with Varying Water Saturations

Zhiguo Li, Zhixing Li, Y. H. Jiang, Guang Li
article en

Abstract

This experimental study focuses on the performance of sandstone under freeze–thaw (F-T) cycles with different water saturations. Sandstone is widely involved in engineering constructions such as tunnels, slopes, and foundations in cold regions, where F-T cycles induced by seasonal temperature variations frequently cause severe structural damage (e.g., spalling and cracking) and even engineering failures, posing significant threats to construction safety and service durability. Hence, investigating its performance under F-T cycles with different water saturations is of critical practical significance, addressing the urgent need for durability assessment of cold region rock engineering. Sandstone samples with water saturations of 0%, 25%, 50%, 75%, and 100% were prepared and then subjected to 0, 30, 60, and 90 F-T cycles, aiming to comprehensively investigate the changes in microstructure damage and mechanical properties. The nuclear magnetic resonance technique was used to analyze the microstructure. The T2 spectrum curve of the pore size distribution was obtained, and the pores were divided into micropores (T2 < 3 ms), mesopores (3 ms ≤ T2 ≤ 33 ms), and macropores (T2 > 33 ms). The research results show that with the increase in water saturation and F-T cycles, the pore structure has changed significantly. Higher water saturation and a larger number of F-T cycles result in more severe microstructure damage, specifically manifested as an increase in porosity. Uniaxial compressive strength (UCS) tests were also conducted. A prediction model for the UCS deterioration of F-T rocks under different water saturations was established and verified. It was found that there is a negative correlation between the UCS and water saturation as well as the F-T cycles. The model can well describe the mechanical deterioration characteristics of sandstone samples under different water saturations and F-T cycles. This study provides valuable insights into understanding the degradation mechanism of sandstone under different water saturations and offers crucial data support for the design of anti-freeze–thaw measures, durability evaluation, and risk mitigation of sandstone engineering in cold regions.

Journal of Cold Regions EngineeringVol. 40(2)
Southwest University of Science and Technology (CN), Ansteel (China) (CN), Changchun Gold Research Institute (China) (CN)
Openalex Percentile: Top 20%
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.