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Author:

Qiu, B. (Qiu, B..) | Fan, L.F. (Fan, L.F..) | Du, X.L. (Du, X.L..)

Indexed by:

EI Scopus SCIE

Abstract:

This paper investigated the impacts of pore structure characteristics on pore water freezing of sandstone at low temperatures. Freeze–thaw cycles (from − 20.0 to 20.0 ℃) were conducted to change the pore structure of sandstone using two different freeze–thaw treatment methods. Multi-level freezing treatments (– 1.5 ℃, – 4.0 ℃, – 6.0 ℃, – 10.0 ℃, – 15.0 ℃ and – 20.0 ℃) and nuclear magnetic resonance (NMR) tests were performed to study the evolution of unfrozen water content (UWC) of sandstone with temperature and analyze the evolution difference caused by pore sizes. The impacts of pore structure characteristics, such as porosity, pore size distribution and fractal dimension, on the UWC at different temperatures were discussed. Moreover, a prediction model based on porosity was proposed for estimating the frozen degree of pore water of sandstone at low temperatures. The results indicate that with decreasing temperature, the pore water in sandstone undergoes supercooling stage (0.0 to – 1.3 ℃), rapid freezing stage (– 1.3 to – 4.1 ℃) and slow freezing stage (– 4.1 to – 20.0 ℃). However, the pore water freezing is affected by pore sizes, with the UWC of micropores decreasing gradually with decreasing temperature, while that of minipores and mesopores first decreasing sharply and then remaining approximately constant. Interestingly, significant correlations are observed between UWC and parameters such as porosity, micropore content, mesopore content and fractal dimension, suggesting their potential in evaluating pore water freezing. Furthermore, the proposed model can effectively predict the frozen degree of pore water in sandstone at low temperatures with an acceptable error. © The Author(s), under exclusive licence to Springer-Verlag GmbH Austria, part of Springer Nature 2025.

Keyword:

Sandstone Nuclear magnetic resonance Unfrozen water content Pore structure characteristic Prediction model

Author Community:

  • [ 1 ] [Qiu B.]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 2 ] [Fan L.F.]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 3 ] [Du X.L.]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing, 100124, China

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Source :

Rock Mechanics and Rock Engineering

ISSN: 0723-2632

Year: 2025

Issue: 3

Volume: 58

Page: 3309-3329

6 . 2 0 0

JCR@2022

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 7

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