收藏切换
Experimental Study on Crack Propagation Law and Damage Characteristics of Rock Bridges in Filled Jointed Rock Masses with Different Inclination Angles
收藏切换
Weiqiang Zhang1, Shichuan Zhang1, 2, Chenggong Wang2, Zhenhua Wu2, Lixin Chu2, Weihua Hu3
Mining Research and Development | 2026, 46(8) : 179 - 192
Less
收藏切换
Mining Research and Development | 2026, 46(8): 179-192
Experimental Study on Crack Propagation Law and Damage Characteristics of Rock Bridges in Filled Jointed Rock Masses with Different Inclination Angles
Full
Weiqiang Zhang1, Shichuan Zhang1, 2, Chenggong Wang2, Zhenhua Wu2, Lixin Chu2, Weihua Hu3
Affiliations
  • 1.College of Energy and Mining Engineering, Shandong University of Science and Technology, Qingdao, Shandong 266590, China
  • 2.Pengzhuang Coal Mine, Shandong Energy Luxi Mining Co., Ltd., Heze, Shandong 274701, China
  • 3.Ningyang Guokailuzhu Green Building Materials Co., Ltd., Tai'an, Shandong 271401, China
Published: 2026-08-25
Outline
收藏切换

Underground rock masses often contain fissures with different inclination angles and various fillings, and the crack propagation and failure behavior of rock bridge structures directly affect the stability of underground rock engineering. Through uniaxial compression tests on filled jointed red sandstone with different inclination angles, acoustic emission parameters (ring count, rise time, amplitude, duration) monitoring and FRACOD numerical simulation, the crack propagation law and damage mechanism of rock bridge structures in filled joints under different inclination angles of joint were systematically studied. The results show that the stress-strain curves exhibit three stages of compaction, elastic deformation and rapid stress drop. A stress surge occurs near the peak stress due to specimen slip and crack initiation. The acoustic emission signals increase significantly before and after the peak stress. The cumulative ring count shows a stepwise jump, and the abrupt increase points of its curve can effectively determine the critical point of crack initiation. The results of RA-AF analysis show that the proportion of shear cracks is the largest when inclination angle of joint is 30°, and tensile failure dominates when inclination angle of joint is 45°. With the increase of inclination angle of joint, the crack propagation mode transforms from tensile-dominated to tensile-shear composite, and then back to tensile-dominated. The FRACOD simulation results show that with the decrease of stress ratio, the horizontal stress significantly restrains the initiation and propagation range of cracks. The increase in horizontal stress significantly changes the failure mode of the rock mass by inhibiting the propagation of tensile cracks. The results reveal the mechanism of joint inclination angle on crack propagation and damage evolution of rock bridge structures, providing a theoretical basis for stability analysis of deep underground rock engineering.

Inclination angle effect  /  Filled joint  /  Rock bridge structure  /  Crack propagation  /  Damage mechanism
张伟强, 张士川, 王成功, 吴振华, 初立新, 胡卫华. 含不同倾角充填节理岩体内岩桥裂纹扩展规律及损伤特征试验研究. 矿业研究与开发, 2026 , 46 (8) : 179 -192 .
Weiqiang Zhang, Shichuan Zhang, Chenggong Wang, Zhenhua Wu, Lixin Chu, Weihua Hu. Experimental Study on Crack Propagation Law and Damage Characteristics of Rock Bridges in Filled Jointed Rock Masses with Different Inclination Angles[J]. Mining Research and Development, 2026 , 46 (8) : 179 -192 .
Year 2026 volume 46 Issue 8
37
6
Cite this Article
BibTeX
Article Info
  • Receive Date:2025-09-04
  • Online Date:2026-10-27
  • Published:2026-08-25
Article Data
Affiliations
History
  • Received:2025-09-04
Funding
Affiliations
    1.College of Energy and Mining Engineering, Shandong University of Science and Technology, Qingdao, Shandong 266590, China
    2.Pengzhuang Coal Mine, Shandong Energy Luxi Mining Co., Ltd., Heze, Shandong 274701, China
    3.Ningyang Guokailuzhu Green Building Materials Co., Ltd., Tai'an, Shandong 271401, China
References
Share
https://castjournals.cast.org.cn/joweb/kyyjykf/EN/
Share to
QR

Scan QR to access full text

Cite this article
BibTeX
Citations
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
关闭全屏
  • BibTeX
  • EndNote
  • RefWorks
  • TxT