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Experimental investigation of sandstone shear-seepage under dynamic constant-amplitude cyclic loading
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Siyue HE1, 2, *, Xu CHEN3, Chao HUANG3, Jiangjiang ZHANG3, Bo WANG4, Guoliang LI1, Zhanping SONG2
Chinese Journal of Rock Mechanics and Engineering | 2026, 45(2) : 397 - 411
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Chinese Journal of Rock Mechanics and Engineering | 2026, 45(2): 397-411
Experimental investigation of sandstone shear-seepage under dynamic constant-amplitude cyclic loading
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Siyue HE1, 2, *, Xu CHEN3, Chao HUANG3, Jiangjiang ZHANG3, Bo WANG4, Guoliang LI1, Zhanping SONG2
Affiliations
  • 1.State Key Laboratory of Intelligent Construction and Maintenance for Geotechnical and Tunnel Engineering under Extreme Environments, China Railway First Survey and Design Institute Group Co., Ltd., Xi'an, Shaanxi 710043, China
  • 2.School of Civil Engineering, Xi'an University of Architecture and Technology, Xi'an, Shaanxi 710055, China
  • 3.State Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu University of Technology, Chengdu, Sichuan 610059, China
  • 4.State Key Laboratory of Intelligent Construction and Maintenance for Geotechnical and Tunnel Engineering under Extreme Environments, Southwest Jiaotong University, Chengdu, Sichuan 610031, China
Published: 2026-02-01 doi: 10.3724/1000-6915.jrme.2025.0595
Outline
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To investigate the influence of normal stress on the seepage and damage characteristics of sandstone during dynamic constant-amplitude cyclic direct shear, red sandstone samples were subjected to dynamic constant-amplitude cyclic direct shear tests under normal stresses of 10, 15, 20 and 25 MPa. During the loading process, acoustic emission (AE) signals were simultaneously recorded, and the permeability of the sandstone was measured in real time. After testing, the fracture surfaces of the sandstone samples were scanned using a 3D scanner. The test results indicate that the permeability evolution of sandstone during direct shear exhibits distinct stage characteristics, which can be described as “gradual decrease→slow decrease→slight recovery→exponential increase.” Throughout the loading process, the permeability of samples subjected to high normal stress consistently remains lower than that of samples under low normal stress. As the normal stress increases, the initiation of AE activity in the samples is delayed. However, the Felicity effect occurs earlier and more prominently, indicating a greater extent of damage. Higher normal stress facilitates a transition in the fracture mode of sandstone from tension-dominated to shear-dominated. At the microscopic level, increased normal stress promotes the development of transgranular cracks, leading to straighter crack propagation paths. Simultaneously, crack propagation is restricted near the main shear plane, ultimately resulting in macroscopically flatter fracture surfaces with lower roughness.

rock mechanics  /  dynamic constant-amplitude cyclic loading  /  direct shear  /  damage  /  permeability evolution  /  fracture surface morphology
Siyue HE, Xu CHEN, Chao HUANG, Jiangjiang ZHANG, Bo WANG, Guoliang LI, Zhanping SONG. Experimental investigation of sandstone shear-seepage under dynamic constant-amplitude cyclic loading[J]. Chinese Journal of Rock Mechanics and Engineering, 2026 , 45 (2) : 397 -411 . DOI: 10.3724/1000-6915.jrme.2025.0595
  • National Natural Science Foundation of China(42107208)
  • Sichuan Science and Technology Program(2024NSFSC0099)
  • Science and Technology Major Special Project of China Railway Construction Corporation Limited(2024–W24)
Year 2026 volume 45 Issue 2
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Article Info
doi: 10.3724/1000-6915.jrme.2025.0595
  • Receive Date:2025-08-20
  • Online Date:2026-06-18
  • Published:2026-02-01
Article Data
Affiliations
History
  • Received:2025-08-20
  • Revised:2025-10-01
Funding
National Natural Science Foundation of China(42107208)
Sichuan Science and Technology Program(2024NSFSC0099)
Science and Technology Major Special Project of China Railway Construction Corporation Limited(2024–W24)
Affiliations
    1.State Key Laboratory of Intelligent Construction and Maintenance for Geotechnical and Tunnel Engineering under Extreme Environments, China Railway First Survey and Design Institute Group Co., Ltd., Xi'an, Shaanxi 710043, China
    2.School of Civil Engineering, Xi'an University of Architecture and Technology, Xi'an, Shaanxi 710055, China
    3.State Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu University of Technology, Chengdu, Sichuan 610059, China
    4.State Key Laboratory of Intelligent Construction and Maintenance for Geotechnical and Tunnel Engineering under Extreme Environments, Southwest Jiaotong University, Chengdu, Sichuan 610031, China

Corresponding:

* HE Siyue (1992–), engineer, is engaged in tunnel design and research. E-mail:
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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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