Influence of Bedding Strength and Angle on Fracture Characteristics of Sandstone under Three-Point Bending Conditions

被引:2
作者
Wang, Guobo [1 ]
Meng, Tao [1 ,2 ]
Feng, Gan [3 ]
Ma, Lifeng [1 ]
Yang, Weimin [1 ]
He, Yi [1 ]
Zhang, Zhijiang [1 ]
Liang, Xufeng [1 ]
机构
[1] Taiyuan Univ Sci & Technol, Sch Mech Engn, Taiyuan 030024, Peoples R China
[2] Taiyuan Univ Technol, Min Technol Inst, Taiyuan 030024, Peoples R China
[3] Sichuan Univ, Coll Water Resource & Hydropower, State Key Lab Hydraul & Mt River Engn, Chengdu 610065, Peoples R China
来源
APPLIED SCIENCES-BASEL | 2023年 / 13卷 / 14期
基金
中国国家自然科学基金;
关键词
sandstone; bedding strength; bedding angle; three-point bending; fracture properties; failure mode; DEFORMATION; ROCK;
D O I
10.3390/app13148216
中图分类号
O6 [化学];
学科分类号
0703 ;
摘要
The fracture characteristics of bedded sandstone determine the stability and safety of in situ coal gasification technology. Four semicircular stratified sandstone specimens with different strengths (0.3, 0.6, 1.0, and 1.5 times that of rock matrix) and seven different bedding angles (& theta; = 0 & DEG;, 15 & DEG;, 30 & DEG;, 45 & DEG;, 60 & DEG;, 75 & DEG;, and 90 & DEG;) were numerically simulated using RFPA2D-Basic V2.0 software. The SCB specimen had no prefabricated crack, and its radius was 25 mm. The loading rate was 0.000001 m/step. The results show that the fracture characteristics of the sandstone are affected by both the strength of the laminae and the angle; the fracture toughness and peak strength of the ultra-weak sandstone, as well as the weak sandstone, are reduced and more easily affected by the bedding angle; the strength rate of the strong sandstone is higher than that of the homogeneous sandstone, and the difference between the fracture characteristics of the two is not significant. This paper suggests that the key mechanism of this phenomenon is the anisotropy between the bedding and the sandstone, along with the competition/synergy between the main crack and the bedding plane bias crack during fracture propagation. These research results can provide a theoretical reference for the safety and stability of underground engineering in China.
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页数:20
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