Rock mechanics;
Sandstone;
Slope-shaped signal path;
Stress wave;
3D reconstruction of fractures;
FATIGUE PROPERTIES;
ACOUSTIC-EMISSION;
ROCK BRITTLENESS;
INTACT SANDSTONE;
ENERGY;
STRESS;
DEFORMATION;
EVOLUTION;
STRENGTH;
BEHAVIOR;
D O I:
10.1007/s40948-024-00773-x
中图分类号:
TE [石油、天然气工业];
TK [能源与动力工程];
学科分类号:
0807 ;
0820 ;
摘要:
To comprehend the stress state and response characteristics of materials under complex conditions, researchers have decomposed stress states into fundamental paths and investigated diverse path combinations. To ensure comparability, four identical samples were carefully selected from a pool of 100 samples using ultrasonic tests based on the wave speed and waveform characteristics. These samples underwent specially designed stress paths to analyze the combined effects of linear loading and perturbation. Our result analysis centred on the perturbation amplitude and stress levels during composite action, revealing intricate relationships between the stress levels, strain, and nonlinear/linear energy evolution under complex stress paths. Simultaneously, 3D surface fractures were precisely reconstructed using the YOLOv5 and FAST feature point detection algorithms, elucidating the evolving patterns of the fractures. As a result of our study, the rotation trend of the main fracture was validated by integrating mechanics and P-wave reflection rules. Notably, our experimental results closely aligned with the theoretical predictions, showing the reliability of our study. These findings can significantly contribute to guiding safety protocols in the field of underground engineering. The combined effects of the stress paths under linear loading and perturbation conditions were investigated via a comprehensive analysis of the experimental results integrating mechanical theory and prior research findings.The YOLOV5 and FAST feature point detection algorithms were used for three-dimensional crack reconstruction, providing insights into the fracture morphology of the experimental specimens and showing the crack propagation patterns on the specimen surfaces.The energy evolution trend was explored, revealing a notable linear trend in the cumulative values. The stiffness evolution trend under compound paths was examined, elucidating the change mechanism through integration with established laws.
机构:
State Key Lab Min Disaster Prevent & Control Cofo, 579 Qianwangang Rd, Qingdao 266590, Shandong, Peoples R China
Minist Sci & Technol, 579 Qianwangang Rd, Qingdao 266590, Shandong, Peoples R ChinaState Key Lab Min Disaster Prevent & Control Cofo, 579 Qianwangang Rd, Qingdao 266590, Shandong, Peoples R China
Chen, Bing
Xia, Zhiguo
论文数: 0引用数: 0
h-index: 0
机构:
State Key Lab Min Disaster Prevent & Control Cofo, 579 Qianwangang Rd, Qingdao 266590, Shandong, Peoples R China
Minist Sci & Technol, 579 Qianwangang Rd, Qingdao 266590, Shandong, Peoples R ChinaState Key Lab Min Disaster Prevent & Control Cofo, 579 Qianwangang Rd, Qingdao 266590, Shandong, Peoples R China
Xia, Zhiguo
Xu, Yadong
论文数: 0引用数: 0
h-index: 0
机构:
State Key Lab Min Disaster Prevent & Control Cofo, 579 Qianwangang Rd, Qingdao 266590, Shandong, Peoples R China
Minist Sci & Technol, 579 Qianwangang Rd, Qingdao 266590, Shandong, Peoples R ChinaState Key Lab Min Disaster Prevent & Control Cofo, 579 Qianwangang Rd, Qingdao 266590, Shandong, Peoples R China
Xu, Yadong
Liu, Shuai
论文数: 0引用数: 0
h-index: 0
机构:
North China Univ Water Resources & Elect Power, Coll Earth Resource Sci & Engn, 136 Jinshui Dong Rd, Zhengzhou 450045, Henan, Peoples R ChinaState Key Lab Min Disaster Prevent & Control Cofo, 579 Qianwangang Rd, Qingdao 266590, Shandong, Peoples R China
Liu, Shuai
Liu, Xingzong
论文数: 0引用数: 0
h-index: 0
机构:
Lu Dong Univ, Coll Civil Engn, 186 Hong Qi Middle Rd, Yantai 264025, Shandong, Peoples R ChinaState Key Lab Min Disaster Prevent & Control Cofo, 579 Qianwangang Rd, Qingdao 266590, Shandong, Peoples R China
机构:
China Univ Min & Technol, State Key Lab Geomech & Deep Underground Engn, Xuzhou 221116, Jiangsu, Peoples R ChinaChina Univ Min & Technol, State Key Lab Geomech & Deep Underground Engn, Xuzhou 221116, Jiangsu, Peoples R China
Zhao, Zhenlong
Jing, Hongwen
论文数: 0引用数: 0
h-index: 0
机构:
China Univ Min & Technol, State Key Lab Geomech & Deep Underground Engn, Xuzhou 221116, Jiangsu, Peoples R ChinaChina Univ Min & Technol, State Key Lab Geomech & Deep Underground Engn, Xuzhou 221116, Jiangsu, Peoples R China
Jing, Hongwen
Shi, Xinshuai
论文数: 0引用数: 0
h-index: 0
机构:
China Univ Min & Technol, State Key Lab Geomech & Deep Underground Engn, Xuzhou 221116, Jiangsu, Peoples R China
Nagasaki Univ, Grad Sch Engn, Nagasaki 8528521, JapanChina Univ Min & Technol, State Key Lab Geomech & Deep Underground Engn, Xuzhou 221116, Jiangsu, Peoples R China
Shi, Xinshuai
Gao, Yuan
论文数: 0引用数: 0
h-index: 0
机构:
China Univ Min & Technol, State Key Lab Geomech & Deep Underground Engn, Xuzhou 221116, Jiangsu, Peoples R China
Monash Univ, Dept Civil Engn, Clayton, Vic 3800, AustraliaChina Univ Min & Technol, State Key Lab Geomech & Deep Underground Engn, Xuzhou 221116, Jiangsu, Peoples R China