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Triaxial Compression Damage Characteristics and Constitutive Model of Freeze-thaw Fissured Marble
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Yu-feng ZHU, Jian-xi REN*, Meng-chen YUN, Fan ZHANG, Kun ZHANG
Science Technology and Engineering | 2025, 25(11) : 4733 - 4742
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Science Technology and Engineering | 2025, 25(11): 4733-4742
Papers·Architectural Science
Triaxial Compression Damage Characteristics and Constitutive Model of Freeze-thaw Fissured Marble
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Yu-feng ZHU, Jian-xi REN*, Meng-chen YUN, Fan ZHANG, Kun ZHANG
Affiliations
  • School of Architecture and Civil Engineering, Xi'an University of Science and Technology, Xi'an 710054, China
Published: 2025-04-18 doi: 10.12404/j.issn.1671-1815.2403704
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To study the damage characteristics of rock masses in cold regions under the coupling effect of freeze-thaw cycles and fatigue loads, freeze-thaw cycle tests, nuclear magnetic resonance microscopic tests, and triaxial compression fatigue macroscopic tests under different confining pressures were carried out on single crack marble. The pore structure expansion characteristics of fissured marble after freeze-thaw cycles, as well as the mechanical properties and deformation failure characteristics of fissured marble under freeze-thaw cycles and fatigue loads were analyzed. A single crack marble fatigue damage constitutive model based on Nishihara creep model was established by introducing damage variables under freeze-thaw and fatigue loads. The results showed that with the increase of freeze-thaw cycles, the mass loss rate and longitudinal wave velocity loss rate of fissured marble gradually increased. The nuclear magnetic resonance T2 curve showed a three peak characteristic, with the whole curve shifting to the right. The second peak gradually connected with the third peak, and the total peak area continued to increase. There was a positive correlation between confining pressure and the fatigue strength of fissured marble. With the increase of confining pressure, the fatigue resistance and ductility of fissured marble increased, and the failure mode of the rock sample gradually changed from local shear failure to overall shear failure. The theoretical curve of the established fatigue damage constitutive model was basically consistent with the experimental data. The research results could provide reference for the prevention and control of rock engineering disasters in cold regions.

single fissure marble  /  freeze-thaw  /  fatigue  /  failure mode  /  constitutive model
Yu-feng ZHU, Jian-xi REN, Meng-chen YUN, Fan ZHANG, Kun ZHANG. Triaxial Compression Damage Characteristics and Constitutive Model of Freeze-thaw Fissured Marble[J]. Science Technology and Engineering, 2025 , 25 (11) : 4733 -4742 . DOI: 10.12404/j.issn.1671-1815.2403704
Year 2025 volume 25 Issue 11
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doi: 10.12404/j.issn.1671-1815.2403704
  • Receive Date:2024-05-19
  • Online Date:2025-07-09
  • Published:2025-04-18
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  • Received:2024-05-19
  • Revised:2024-08-18
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    School of Architecture and Civil Engineering, Xi'an University of Science and Technology, Xi'an 710054, 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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