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Improvement and Verification of Shear Strength Criterion for Non-Persistent Jointed Rock Mass Under Freeze-Thaw Cycles
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Yaoping ZHANG1, 2, Chunqi LAI1, Daxing LEI2, Bo LIU2, Xionggang ZOU2
Mining Research and Development | 2025, 45(9) : 146 - 157
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Mining Research and Development | 2025, 45(9): 146-157
Improvement and Verification of Shear Strength Criterion for Non-Persistent Jointed Rock Mass Under Freeze-Thaw Cycles
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Yaoping ZHANG1, 2, Chunqi LAI1, Daxing LEI2, Bo LIU2, Xionggang ZOU2
Affiliations
  • 1.School of Resources and Environmental Engineering, Jiangxi University of Science and Technology, Ganzhou, Jiangxi 341000, China
  • 2.School of Resources and Civil Engineering, Gannan University of Science and Technology, Ganzhou, Jiangxi 341000, China
Published: 2025-09-25
Outline
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The engineering stability of jointed rock masses in cold regions is often affected by freeze-thaw cycles damage, which leads to geological hazards. The core control factor is the deterioration of shear strength of rock mass. In response to the engineering background of the coupled effects of freeze-thaw cycles and shear loads faced by jointed rock masses in cold regions, existing methods for calculating the shear strength of freeze-thaw joints have certain deviations. Therefore, a modified shear strength criterion was proposed that accounts for the strength degradation of jointed rock mass under freeze-thaw cycles. A systematic experimental study on freeze-thaw-shear coupling was conducted using similar material simulation methods. Based on direct shear test results of freeze-thaw joints, the degradation mechanism of rock bridges under freeze-thaw-shear coupling action was revealed as follows. The shear strength of non-persistent jointed rock mass consists of three components, including the shear strength of non-degraded rock bridges, the shear strength of degraded rock bridges, and the shear strength of the joint surfaces. A coupled damage model for rock bridges was established with shear modulus as the variable, achieving quantitative characterization of the degradation behavior of rock bridges. Building upon this foundation, the modified Jennings shear strength criterion demonstrates the following advantages: the mean relative error between theoretical predictions and test results is merely 3.28%, representing a significant improvement in prediction accuracy compared to the original Jennings criterion. This modified criterion effectively captures the strength characteristics of non-persistent jointed rock mass under freeze-thaw action, thereby providing a reliable theoretical basis for studying the freeze-thaw damage mechanisms and safety protection of jointed rock masses in cold regions.

Freeze-thaw cycle  /  Non-persistent joint  /  Coupled damage model  /  Jennings shear strength criterion  /  Degradation mechanism
张耀平, 赖春奇, 雷大星, 刘波, 邹雄刚. 冻融循环下非贯通节理岩体抗剪强度准则的改进与验证. 矿业研究与开发, 2025 , 45 (9) : 146 -157 .
Yaoping ZHANG, Chunqi LAI, Daxing LEI, Bo LIU, Xionggang ZOU. Improvement and Verification of Shear Strength Criterion for Non-Persistent Jointed Rock Mass Under Freeze-Thaw Cycles[J]. Mining Research and Development, 2025 , 45 (9) : 146 -157 .
Year 2025 volume 45 Issue 9
57
29
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  • Receive Date:2024-10-21
  • Online Date:2026-10-28
  • Published:2025-09-25
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  • Received:2024-10-21
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Affiliations
    1.School of Resources and Environmental Engineering, Jiangxi University of Science and Technology, Ganzhou, Jiangxi 341000, China
    2.School of Resources and Civil Engineering, Gannan University of Science and Technology, Ganzhou, Jiangxi 341000, China
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表12种不同金属材料的力学参数
科
Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)
属
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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