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Mechanical behavior and strength model of anchored mortar-rock composite under triaxial compression
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Minzhen Zhanga, b, Yanlin Zhaoa, Wenyu Tanga, Rui Luoa, Tianyao Lia, Ximing Luoa
Rock Mechanics Bulletin | 2026, 5(2) : 100254
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Rock Mechanics Bulletin | 2026, 5(2): 100254
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Mechanical behavior and strength model of anchored mortar-rock composite under triaxial compression
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Minzhen Zhanga, b, Yanlin Zhaoa, Wenyu Tanga, Rui Luoa, Tianyao Lia, Ximing Luoa
Affiliations
  • aSchool of Resources, Environment and Safety Engineering, Hunan University of Science and Technology, Xiangtan, Hunan, 411201, China
  • bSchool of Civil and Resource Engineering, University of Science and Technology Beijing, Beijing, 100083, China
Published: 2026-04-10 doi: 10.1016/j.rockmb.2025.100254
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Anchor-shotcrete support has been widely applied in underground rock mass engineering globally, where the anchoring of bolts plays a crucial role in stabilizing the mortar-rock interface. In this study, triaxial compression tests were conducted on anchored mortar-rock composite specimens under varying confining pressures, and the failure mechanisms of the anchored mortar-rock composites were investigated using acoustic emission (AE) and three-dimensional morphology scanning techniques. The results indicate that the bolt inclination angle significantly influences the plastic deformation and compressive strength of the mortar-rock composites during triaxial compression tests. The composite specimens with a bolt inclination angle of 90° between the bolt and the mortar-rock interface exhibited the optimal load-bearing performance. As the confining pressure increased, the anchored mortar-rock composites primarily underwent plastic deformation, reducing the property differences caused by varying bolt angles. The bolt angles led to four distinct failure modes in the mortar-rock composites. The acoustic emission (AE) signals during the tests demonstrated that the mortar-rock composites with a bolt inclination angle of 90° exhibited the highest stability. Additionally, the study revealed that the morphological parameters of the mortar-rock interface varied positively with the bolt inclination angle. Finally, a strength model for the anchored mortar-rock composites under triaxial compression was derived. The reliability of the strength model was validated by comparing the experimental results with the model predictions under four different confining pressures.

Mortar-rock interface  /  Triaxial compression  /  Bolt inclination angle  /  Mechanical properties  /  Strength model
Minzhen Zhang, Yanlin Zhao, Wenyu Tang, Rui Luo, Tianyao Li, Ximing Luo. Mechanical behavior and strength model of anchored mortar-rock composite under triaxial compression[J]. Rock Mechanics Bulletin, 2026 , 5 (2) : 100254 - . DOI: 10.1016/j.rockmb.2025.100254
  • National Natural Science Foundation of China(52274118; 52574143)
Year 2026 volume 5 Issue 2
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Article Info
doi: 10.1016/j.rockmb.2025.100254
  • Receive Date:2025-04-15
  • Online Date:2026-06-17
  • Published:2026-04-10
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History
  • Received:2025-04-15
  • Revised:2025-07-27
  • Accepted:2025-08-30
Funding
National Natural Science Foundation of China(52274118; 52574143)
Affiliations
    aSchool of Resources, Environment and Safety Engineering, Hunan University of Science and Technology, Xiangtan, Hunan, 411201, China
    bSchool of Civil and Resource Engineering, University of Science and Technology Beijing, Beijing, 100083, China

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* Corresponding author. E-mail address: (M. Zhang).
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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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