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Mechanical behavior of ice-filled fractured sandstone and modified D-P strength criterion
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Guangbo CHEN1, 2, Zerui XU1, Tan LI1, Junwen ZHANG3, Eryu WANG1, Chuangye WANG1, Yejiao LIU1, Guohua ZHANG4
Journal of Mining and Strata Control Engineering | 2026, 8(2) : 013014-1 - 013014-19
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Journal of Mining and Strata Control Engineering | 2026, 8(2): 013014-1-013014-19
Fundamental Research
Mechanical behavior of ice-filled fractured sandstone and modified D-P strength criterion
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Guangbo CHEN1, 2, Zerui XU1, Tan LI1, Junwen ZHANG3, Eryu WANG1, Chuangye WANG1, Yejiao LIU1, Guohua ZHANG4
Affiliations
  • 1School of Mining and Coal, Inner Mongolia University of Science and Technology, Baotou 014010, China
  • 2School of Energy and Mining Engineering, Shandong University of Science and Technology, Qingdao 266590, China
  • 3School of Energy and Mining, China University of Mining and Technology-Beijing, Beijing 100083, China
  • 4Heilongjiang University of Science and Technology, Harbin 150022, China
Published: 2026-04-25 doi: 10.13532/j.jmsce.cn10-1638/td.2025-1346
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In cold-region rock engineering, ice-filled fractures significantly weaken the mechanical properties of rock masses, which severely impacts the safety and stability of projects. To investigate the mechanical behavior and failure mechanisms of ice-filled fractured rock masses, uniaxial compression tests, acoustic emission monitoring, and discrete element numerical simulations were conducted in this study. On this basis, the mechanical properties and failure mechanisms of ice-filled fractured sandstone were systematically examined, with a focus on how fracture thickness (5–30 mm) and dip angle (0°–90°) influenced rock mass strength, elastic modulus, energy evolution, and crack propagation. The results show that compressive strength, elastic modulus, and pre- and post-peak energy all decrease non-linearly with the increase in fracture thickness, among which the elastic modulus drops by 20%–34%. The fracture dip angle was found to dominate the classification of failure modes. Vertical fractures (90°) exhibit the highest strength (23.56 MPa) due to efficient stress transfer, while low-angle fractures (15°–30°) experience a 30%–45% reduction in strength due to interface shear effects. Three failure modes were identified: ice layer crushing (α≤15°), interface slip (15°–75°), and rock main fracture (α≥75°). A micro-parameter system for the ice-rock composite medium was developed based on the PFC discrete element model, achieving over 90% agreement between simulation results and experimental data. By considering the coupling effects of fracture thickness and dip angle, the D-P strength criterion was modified, and the theoretical values deviate from experimental data by less than ±5% These findings provide theoretical support for the stability evaluation and disaster prevention in cold-region rock engineering and lay the groundwork for studying ice-rock interaction mechanisms in complex freeze-thaw environments.

ice-filled fractured sandstone  /  mechanical behavior  /  failure mode  /  fracture thickness  /  fracture dip angle  /  strength criterion
Guangbo CHEN, Zerui XU, Tan LI, Junwen ZHANG, Eryu WANG, Chuangye WANG, Yejiao LIU, Guohua ZHANG. Mechanical behavior of ice-filled fractured sandstone and modified D-P strength criterion[J]. Journal of Mining and Strata Control Engineering, 2026 , 8 (2) : 013014-1 -013014-19 . DOI: 10.13532/j.jmsce.cn10-1638/td.2025-1346
Year 2026 volume 8 Issue 2
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doi: 10.13532/j.jmsce.cn10-1638/td.2025-1346
  • Receive Date:2025-09-08
  • Online Date:2026-05-28
  • Published:2026-04-25
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History
  • Received:2025-09-08
  • Revised:2025-11-13
Affiliations
    1School of Mining and Coal, Inner Mongolia University of Science and Technology, Baotou 014010, China
    2School of Energy and Mining Engineering, Shandong University of Science and Technology, Qingdao 266590, China
    3School of Energy and Mining, China University of Mining and Technology-Beijing, Beijing 100083, China
    4Heilongjiang University of Science and Technology, Harbin 150022, China
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表12种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)

Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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