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The eastern part of the Qinghai-Tibet Plateau is located in the high-altitude freeze-thaw region, where terrestrial clastic red beds formed by sedimentation since the Mesozoic are widely distributed. Recently, red-bed coarse-grained materials (CGMs) have been increasingly utilised in construction in projects across western China. However, owing to the high degree of weathering and low strength, red-bed CGMs are susceptible to particle breakage under impact loads during compaction. This process results in an increased fine particle content (FC), which exacerbates frost heave during the service period, significantly compromising engineering stability. This study investigates the particle breakage and frost heave characteristics of red-bed CGMs, focusing on the effects of water content (w), initial fine particle content (FC), and the number of freeze-thaw cycles (N). Based on experimental data, a frost heave ratio prediction model incorporating particle breakage effects was developed. This model accounts for the influence of w, FC, and N on the frost heave ratio of red-bed CGMs, offering a scientific foundation for evaluating the suitability of these materials as engineering fillers in high-altitude freeze-thaw regions.
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http://dx.doi.org/10.1038/s41598-025-10963-6 | DOI Listing |
Sci Rep
July 2025
School of Civil Engineering, Harbin Institute of Technology, Harbin, 150090, Heilongjiang, China.
The eastern part of the Qinghai-Tibet Plateau is located in the high-altitude freeze-thaw region, where terrestrial clastic red beds formed by sedimentation since the Mesozoic are widely distributed. Recently, red-bed coarse-grained materials (CGMs) have been increasingly utilised in construction in projects across western China. However, owing to the high degree of weathering and low strength, red-bed CGMs are susceptible to particle breakage under impact loads during compaction.
View Article and Find Full Text PDFNanomaterials (Basel)
July 2025
Yellow River Institute of Hydraulic Research, Yellow River Water Conservancy Commission, Zhengzhou 450003, China.
To address the demands for resource utilization of Yellow River sediment and the durability requirements of engineering materials in cold regions, this study systematically investigates the mechanisms affecting the frost resistance of slag-Yellow River sediment geopolymers through the incorporation of mineral admixtures (silica fume and metakaolin) and fibers (steel fiber and PVA fiber). Through 400 freeze-thaw cycles combined with microscopic characterization techniques such as SEM, XRD, and MIP, the results indicate that the group with 20% silica fume content (SF20) exhibited optimal frost resistance, showing a 19.9% increase in compressive strength after 400 freeze-thaw cycles.
View Article and Find Full Text PDFSci Rep
July 2025
School of Transportation and Civil Engineering, Nantong University, Nantong, 226019, China.
With the vigorous construction of water conservancy projects in the cold regions of western China, the frost heaving cracking problem of rock mass fissures in cold regions under the water-ice phase change seriously threatens the safety of projects. This study aims to explore the fracture laws of rock masses containing random fissures under frost heaving, providing a basis for frost-resistant design and disaster prevention in cold region projects. The study uses the Smoothed Particle Hydrodynamics (SPH) method.
View Article and Find Full Text PDFEnviron Sci Pollut Res Int
June 2025
School of Resources and Safety Engineering, University of Science and Technology Beijing, Beijing, 100083, China.
In this paper, the purpose of this paper is to investigate the dynamic properties of the rock under the low-temperature freezing-expansion-impact coupling effect and the optimization of the blasting parameters of the high-altitude open terrace blasting, to investigate the dynamic strength characteristics of the low-temperature freezing-expansion rock at different depths of burial at different low temperatures, and to lay the foundation for the subsequent research. The Hopkinson compression rod simulation experiment and wave velocity test device are used to study the development of internal cracks and dynamic properties of the rock; LS-DYNA numerical simulation software is used to simulate the Hopkinson compression rod test of the rock, to study the crack expansion and stress wave propagation law of the rock under the impact load, and to make a comprehensive comparison of the damage pattern of the rock in the indoor test and numerical simulation; LS-DYNA numerical simulation software is used to set up a two-dimensional blasting software, to establish a two-dimensional blasting strength and optimization of blasting parameters in the high-altitude open terrace blasting. Using LS-DYNA numerical simulation software, a two-dimensional blasting model is established to study the parameters of the hole network applicable to the Jurong Copper Industry in Tibet.
View Article and Find Full Text PDFSci Rep
July 2025
Department of Mining Engineering, Faculty of Engineering, Tarbiat Modares University, Jalal AleAhmad, Nasr Street, Tehran, 14115-14, Iran.
This study examines the effects of freeze-thaw cycles and the geometric configuration of non-persistent joints on the shear behavior of rock masses. Various artificial rock samples with non-persistent joints underwent direct shear testing to investigate how freeze-thaw cycles (F-T), the rock bridge angle (β), the number of joints (N), and normal stress (σ) influence shear strength and fracture development. Taguchi's method was employed for experimental design, and the impact of the parameters was evaluated using analysis of variance (ANOVA).
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