SinoTechIntel Academic Portal
Open AccessDOI: 10.1016/j.ijmst.2025.04.003Original Research

Mechanical and microstructural properties of schist exposed to freeze-thaw cycles, dry-wet cycles, and alternating actions

Jiajia Gao¹,Jiajian Jin¹,Daguo Wang¹,Shaogang Lei¹,Jianguo Lu¹,Huan Xiao¹,Jinhe Li¹,Huadong Li¹

Southwest Petroleum University

Read Executive PreviewQuick FAQ
Mechanical and microstructural properties of schist exposed to freeze-thaw cycles, dry-wet cycles, and alternating actions
Graphical Abstract / Figure
Published In
Academic Research Journal
Published:January 15, 2025Edition:Vol. 32, Issue 4 • pp. 100-112Citation:Jiajia Gao et al. (2025), Academic Research Journal
Impact FactorPeer-Reviewed Core
Sponsored Research Partner

Key Takeaways & Executive Findings

  • • Liquid water is a critical factor in reducing the brittleness of schist under cyclic environmental actions. • The attenuation function model accurately predicts peak stress and elastic modulus degradation (R2 > 0.97). • Freeze-thaw cycles in water (FTW) cause the most severe deterioration, with the shortest half-life for strength (28 cycles) and wave velocity (208 cycles). • Damage variables for compressive strength and elastic modulus increase with cycle number, with FTW showing the highest damage after 40 cycles.
Sponsored Research Highlight

Abstract

In cold regions, slope rocks are inevitably impacted by freeze-thaw, dry-wet cycles and their alternating actions, leading to strength weakening and pore degradation. In this study, the mechanical and microstructural properties of schist subjected to four conditions were investigated: freeze-thaw cycles in air (FTA), freeze-thaw cycles in water (FTW), dry-wet cycles (DW), and dry-wet-freeze-thaw cycles (DWFT). Uniaxial compressive strength (UCS), water absorption, ultrasonication, low-field nuclear magnetic resonance, and scanning electron microscopy analyses were conducted. The integrity attenuation characteristics of the longitudinal wave velocity, UCS, and elastic modulus were analyzed. The results showed that liquid water emerged as a critical factor in reducing the brittleness of schist. The attenuation function model accurately described the peak stress and static elastic modulus of schist in various media (R2>0.97). Different media affected the schist deterioration and half-life, with the FTW-immersed samples having a half-life of 28 cycles. Furthermore, the longitudinal wave velocity decreased as the number of cycles increased, with the FTW showing the most significant reduction and having the shortest half-life of 208 cycles. Moreover, the damage variables of compressive strength and elastic modulus increased with the number of cycles. After 40 cycles, the schist exposed to FTW exhibited the highest damage variables and saturated water content.

1. Introduction

With the increasing demand for mineral resources, many mines have been constructed and laid out in cold regions, particularly open-pit mines, which have high and steep rock slopes [1]. Most mines are located in cold regions with complex and unpredictable climatic conditions. Recently, China has established several large-scale open-pit mining operations in cold regions, including the Huolinhe and Baorixile open-pit coal mines, mines in the Daxing’anling region, and lithium mines in the western Sichuan high-cold area. It is important to highlight that mining operations in these cold regions encounter distinct challenges such as extreme weather, limited construction seasons, and potential ecological impacts. Consequently, mines in these areas are typically adopted rigorous environmental protection measures to ensure sustainable development.

Generally, the seasonal temperature fluctuations and temperature between day and night are significant, heavy rainfall is observed, and intense freeze-thaw actions and evaporation frequently occur. Consequently, the slope rocks exposed at the surface are highly vulnerable to the effects of freeze-thaw, dry-wet cycles and their alternating actions, which leads to structural weakening and mechanical strength reduction. This poses a serious threat to mining engineering safety [2].

SinoTechIntel Interactive Document Reader
Page 1–5 of Preview
100%
Download Full PDF

Loading authentic research manuscript (Pages 1–5)...

Sponsored Research Partner
Cite This Research Paper
Jiajia Gao, Jiajian Jin, Daguo Wang, Shaogang Lei, Jianguo Lu, Huan Xiao, Jinhe Li, Huadong Li (2025). Mechanical and microstructural properties of schist exposed to freeze-thaw cycles, dry-wet cycles, and alternating actions. SinoTechIntel Verified Research. https://doi.org/10.1016/j.ijmst.2025.04.003
SinoTechIntel Academic & Legal Disclaimer

Research & Educational Purpose Only:The translations, structured abstracts, analytical annotations, and data reports provided by SinoTechIntel are intended exclusively for academic research, internal corporate R&D, and educational benchmarking. They do not constitute formal engineering, chemical safety, legal, or professional advice.

Copyright & Intellectual Property Notice: Original copyright of the underlying source articles and experimental data remains with the respective authors, institutions, and original publishing journals. SinoTechIntel claims intellectual property only over its proprietary translations, analytical syntheses, and AEO structured enhancements in accordance with international fair use and academic citation principles.

Frequently Asked Questions

What are the main environmental actions studied on schist?

The study investigates freeze-thaw cycles in air (FTA), freeze-thaw cycles in water (FTW), dry-wet cycles (DW), and dry-wet-freeze-thaw cycles (DWFT) on schist.

How does liquid water affect schist under cyclic actions?

Liquid water is identified as a critical factor in reducing the brittleness of schist, leading to more pronounced strength and stiffness degradation.

Which condition causes the most severe deterioration of schist?

Freeze-thaw cycles in water (FTW) cause the most significant deterioration, with the shortest half-life for strength (28 cycles) and longitudinal wave velocity (208 cycles).

What model was used to describe the degradation of schist?

An attenuation function model accurately described the peak stress and static elastic modulus degradation with R2 values greater than 0.97.

What methods were used to analyze the microstructural properties?

The study employed uniaxial compressive strength (UCS), water absorption, ultrasonication, low-field nuclear magnetic resonance, and scanning electron microscopy analyses.

Recommended Scientific Literature & Research Partners

Related Technical Papers & Translations

Research Paper
A Novel Approach for Enhanced Brain Tumor Segmentation Using Multimodal MRI and Deep Learning

A Novel Approach for Enhanced Brain Tumor Segmentation Using Multimodal MRI and Deep Learning

Brain tumor segmentation from multimodal MRI is crucial for diagnosis and treatment planning. In this study, we propose a novel deep learning framework that integrates structural and functional imaging modalities to improve segmentation accuracy. Our method employs a multi-scale attention mechanism and a hybrid loss function to handle class imbalance and boundary ambiguity. Evaluated on the BraTS benchmark, our approach achieves state-of-the-art performance, with Dice scores of 0.91, 0.87, and 0.84 for whole tumor, core, and enhancing tumor, respectively. Furthermore, we demonstrate the generalizability of our model across different scanners and protocols. Our findings suggest that the proposed method can significantly aid clinical decision-making and surgical planning.

Read Abstract & PDF
Research Paper
Investigation of coupled acoustic and electrical responses and early warning approaches during re-loading of damaged coal

Investigation of coupled acoustic and electrical responses and early warning approaches during re-loading of damaged coal

Initial damage from engineering disturbances in deep coal mining degrades mechanical properties and heightens dynamic-hazard risks, challenging conventional monitoring. This study probes the coupled acoustic-electrical responses of initially damaged coal under reloading and develops a multi-parameter, multi-level dynamic integrated early-warning model. Using a true-triaxial Split Hopkinson Pressure Bar (SHPB) system, we prepared specimens with graded damage by varying static deviatoric stresses and dynamic impacts. Uniaxial compression reloading was conducted with synchronous acoustic emission (AE) and resistivity monitoring. Joint time-domain responses of force, acoustics, and electricity delineated distinct loading stages. Time-frequency features were extracted via Fourier and wavelet transforms; crack architecture was quantified by 3D AE localization and fractal-dimension analysis. Initial damage markedly reduced load-bearing capacity. Resistivity decreased sharply with increasing deviatoric stress, while cumulative AE counts increased strongly. The AE spectrum evolved from bimodal to broadband with low- and high-frequency enhancement. The resistivity spectrum showed progressive bandwidth broadening, energy amplification, and high-frequency advancement. The AE spatial fractal dimension rose significantly during compaction. An integrated warning system combining multiscale entropy fusion, Temporal Convolutional Network (TCN)-Transformer forecasting, recurrence-network analysis, and a Bayesian framework yielded a 28.4 s lead time, offering a theoretical basis and technical pathway for intelligent prevention of dynamic hazards.

Read Abstract & PDF
Research Paper
Influence of aggregate particle size on fracture behavior and energy evolution of cemented rockfill in the post-peak stage

Influence of aggregate particle size on fracture behavior and energy evolution of cemented rockfill in the post-peak stage

Cemented rockfill (CRF) combines structural support with sustainable reuse of coal-derived solid waste. This study integrates digital image correlation, acoustic emission monitoring, and finite–discrete element simulations to investigate mechanical behavior, fracture development, and energy evolution of CRF containing 54% aggregate content with three grain-size distributions (5–10, 10–20, and 20–30 mm). Results indicate finer aggregates raise compressive strength and elastic modulus, and increase post-peak softening and residual stiffness. Fracture patterns transition from dominantly unidirectional failure in coarse specimens to pronounced X-shaped conjugate shear in fine specimens, with cracks initiating at boundaries and propagating inward. The proportion of failed joints at comparable strains decreases markedly with finer gradation, reflecting a more homogeneous crack network that enhances post-peak load retention and produces frequent minor stress fluctuations. Energy analyses reveal a coarse > medium > fine ordering in cumulative dissipation; however, finer aggregates delay rapid kinetic and dissipative energy release, promoting slower energy redistribution and improved load resistance. These findings quantify how aggregate gradation controls deformational mechanisms, crack topology, and energy partitioning, and provide design guidance for optimizing aggregate size and cementitious composition to enhance ductility, energy absorption, and structural reliability of CRF in underground engineering.

Read Abstract & PDF