Effect of surface retaining elements on rock stability: laboratory investigation with sand powder 3D printing

被引:4
|
作者
Feng, Hao [1 ]
Jiang, Lishuai [1 ]
Wang, Qingwei [1 ]
Tang, Peng [1 ]
Sainoki, Atsushi [2 ,3 ]
Mitri, Hani S. [4 ]
机构
[1] Shandong Univ Sci & Technol, State Key Lab Min Disaster Prevent & Control, Qingdao 266590, Peoples R China
[2] Kumamoto Univ, Fac Adv Sci & Technol, Kumamoto 8608555, Japan
[3] Kumamoto Univ, Int Res Org Adv Sci & Technol, Kumamoto 8608555, Japan
[4] McGill Univ, Dept Min & Mat Engn, Montreal, PQ H3A 0E8, Canada
基金
中国国家自然科学基金;
关键词
Roadway stability; Surface retaining element; Sand-powder; 3D printing; Rock bolting; Numerical modelling; FULLY-GROUTED BOLTS; MECHANICAL-BEHAVIOR; TENSILE BEHAVIOR; JOINTED ROCK; STRENGTH; REINFORCEMENT; PRINCIPLES; SPECIMENS; FAILURE; BRITTLE;
D O I
10.1007/s40789-023-00607-3
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
This study aims to investigate the beneficial effects of surface retaining elements (SREs) on the mechanical behaviors of bolted rock and roadway stability. 3D printing (3DP) technology is utilized to create rock analogue prismatic specimens for conducting this investigation. Uniaxial compression tests with acoustic emission (AE) and digital image correlation techniques have been conducted on 3DP specimens bolted with different SREs. The results demonstrate that the strength and modulus of elasticity of the bolted specimens show a positive correlation with the area of the SRE; the AE characteristics of the bolted specimens are higher than those of the unbolted specimen, but they decrease with an increase in SRE area, thus further improving the integrity of the bolted specimens. The reinforcement effect of SREs on the surrounding rock of roadways is further analyzed using numerical modelling and field test. The results provide a better understanding of the role of SREs in rock bolting and the optimization of rock bolting design. Furthermore, they verify the feasibility of 3DP for rock analogues in rock mechanics tests.
引用
收藏
页数:18
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