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Meso response mechanism of diorite under loading and unloading conditions
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Xuexu AN1, 2, Zhiping HU**, 2, 3, Zhenlin WANG4, An'an TIAN4, Yonghui ZHANG2
China Safety Science Journal | 2026, 36(3) : 221 - 228
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China Safety Science Journal | 2026, 36(3): 221-228
Disaster Prevention and Mitigation Technology and Engineering
Meso response mechanism of diorite under loading and unloading conditions
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Xuexu AN1, 2, Zhiping HU**, 2, 3, Zhenlin WANG4, An'an TIAN4, Yonghui ZHANG2
Affiliations
  • 1School of Railway Engineering, Shaanxi College of Communications Technology, Xi'an Shaanxi 710018, Shaanxi, China
  • 2School of Civil Engineering, Chang'an University, Xi'an Shaanxi 710061, China
  • 3Xi'an Key Laboratory of Geotechnical Engineering for Green and Intelligent Transport, Xi'an Shaanxi 710068, China
  • 4Hanjiang-to-Weihe River Valley Water Diversion Project Construction Co., Ltd., Xi'an Shaanxi 710024, China
Published: 2026-03-28 doi: 10.16265/j.cnki.issn1003-3033.2026.03.1000
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In order to explore the microscopic response characteristics of hard rock under the loading and unloading stress paths, the diorite numerical model under 20 MPa confining pressure was carried out by using the PFC3D program. Then, the numerical simulation results were compared with the laboratory test results to verify the reliability of the numerical simulation scheme. On this basis, the change characteristics of micro particle velocity, contact force and tensile shear micro-crack along the axial and radial direction of the model during loading and unloading were studied. The results show that in the pre-peak stage, driven by synergistic effects of terminal energy input and lateral confinement, particle axial velocity exhibits higher values at the ends and lower values in the central region, while radial velocity increases linearly from interior to exterior. Contact normal forces demonstrate enhanced distribution characteristics along both axial (ends > center) and radial (periphery > core) directions, with sustained growth during loading. Tensile cracks dominate damage initiation, concentrating radially near unloading surfaces while distributing uniformly axially. In the post-peak stage, an abrupt reduction of lateral confinement triggers a dramatic particle velocity surge. Disintegration of force chains precipitates rapid decay in contact normal and shear forces. Accelerated propagation of tensile-shear micro-cracks occurs at the mesoscopic level, particularly with shear cracks concentrating and coalescing along double-shear planes, directly precipitating macroscopic bearing-capacity collapse.

loading and unloading condition  /  diorite  /  microscopic  /  numerical simulation  /  distribution characteristics
Xuexu AN, Zhiping HU, Zhenlin WANG, An'an TIAN, Yonghui ZHANG. Meso response mechanism of diorite under loading and unloading conditions[J]. China Safety Science Journal, 2026 , 36 (3) : 221 -228 . DOI: 10.16265/j.cnki.issn1003-3033.2026.03.1000
Year 2026 volume 36 Issue 3
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doi: 10.16265/j.cnki.issn1003-3033.2026.03.1000
  • Receive Date:2025-08-10
  • Online Date:2026-07-08
  • Published:2026-03-28
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  • Received:2025-08-10
  • Revised:2025-12-10
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Affiliations
    1School of Railway Engineering, Shaanxi College of Communications Technology, Xi'an Shaanxi 710018, Shaanxi, China
    2School of Civil Engineering, Chang'an University, Xi'an Shaanxi 710061, China
    3Xi'an Key Laboratory of Geotechnical Engineering for Green and Intelligent Transport, Xi'an Shaanxi 710068, China
    4Hanjiang-to-Weihe River Valley Water Diversion Project Construction Co., Ltd., Xi'an Shaanxi 710024, 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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