Investigations of mechanical and failure properties of 3D printed columnar jointed rock mass under true triaxial compression with one free face

被引:30
作者
Xia, Yingjie [1 ,2 ,3 ]
Liu, Bingchen [1 ]
Zhang, Chuanqing [2 ,3 ]
Liu, Ning [4 ]
Zhou, Hui [2 ,3 ]
Chen, Jun [4 ]
Tang, Chun'an [1 ]
Gao, Yang [2 ,3 ]
Zhao, Danchen [1 ]
Meng, Qingkun [1 ]
机构
[1] Dalian Univ Technol, State Key Lab Coastal & Offshore Engn, Dalian 116024, Peoples R China
[2] Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Peoples R China
[3] Univ Chinese Acad Sci, Beijing 100049, Peoples R China
[4] Power China Huadong Engn Corp, Hangzhou 310014, Zhejiang, Peoples R China
基金
中国国家自然科学基金;
关键词
3DP specimen; Columnar jointed rock mass (CJRM); Failure pattern; Excavation responses; Anisotropy; Acoustic emission; BAIHETAN HYDROPOWER STATION; STRESS-FIELD; DEFORMATION; BEHAVIOR; BASALT; VISUALIZATION; STRAINBURST; SINGLE;
D O I
10.1007/s40948-021-00331-9
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
The failure and mechanical properties of columnar jointed rock mass (CJRM) after excavation are of great significance to the stability evaluation of rock mass engineering. In this investigation, for understanding the mechanical properties and excavation responses of CJRM in the Baihetan Hydropower Station, the CJRM specimens (100 mm x 100 mm x 200 mm) containing internal implicit joints (IIJs) within the columns and irregular joints between the columns were created via 3D printing. After that, the tests of true triaxial compression with one free face were carried out. The laboratory tests results show that the exfoliation of the 3D printed columns at the tip of CJRM specimens occurred in the loading stage, which is in accordance with the failure pattern of natural CJRM. In addition, when the inclination angle of columns (alpha) is 0 degrees, the 3D printed rock specimen undergoes splitting failure along with the structure of columnar joints. When the inclination angle (alpha) is 30 degrees or 60 degrees, the shear failure of the structure of columnar joints is predominated in the 3D printed rock specimen. When the inclination angle (alpha) of columns is 90 degrees, the splitting failure of the structure of columnar joints is the main failure pattern of the 3DP CJRM sample. The mechanical properties of peak strength and tangential modulus of 3D printed columnar jointed rock specimens show obvious anisotropic characteristics. the acoustic emission (AE) characteristics of the 3D printed specimens varied with different inclination angles as well. When the inclination angle of columns is low (alpha = 0 degrees or 30 degrees), the acoustic emission mode of the 3D printed columnar jointed rock specimen is foreshock-principal shock-aftershock type. When the inclination angle (alpha) is 60 degrees, the acoustic emission mode is multi-peak type, which corresponds to the shear failure of the 3D printed rock specimens. When the inclination angle (alpha) is 90 degrees, the acoustic emission events are the most numerous and the energy released is the highest. In addition, under true triaxial compression with one free face, the scanning electron microscopy (SEM) images of the failure surfaces of 3D printed specimen exhibit directionality, and the brittleness of the failure surface is lower than that of natural rocks.
引用
收藏
页数:24
相关论文
共 64 条
  • [1] Bourke M., 2010, EARTH SURF PROC LAND, V33, P1621
  • [2] MODELING THE EVOLUTION OF COLUMNAR JOINTS
    BUDKEWITSCH, P
    ROBIN, PY
    [J]. JOURNAL OF VOLCANOLOGY AND GEOTHERMAL RESEARCH, 1994, 59 (03) : 219 - 239
  • [3] Macro- and Microstructural Characteristics of the Tension-Shear and Compression-Shear Fracture of Granite
    Chen, Jun
    Zhou, Hui
    Zeng, Zhiquan
    Lu, Jingjing
    [J]. ROCK MECHANICS AND ROCK ENGINEERING, 2020, 53 (01) : 201 - 209
  • [4] Experimental Characterization and Micromechanical Modelling of Anisotropic Slates
    Chen, Yi-Feng
    Wei, Kai
    Liu, Wu
    Hu, Shao-Hua
    Hu, Ran
    Zhou, Chuang-Bing
    [J]. ROCK MECHANICS AND ROCK ENGINEERING, 2016, 49 (09) : 3541 - 3557
  • [5] Cheon D.S., 2006, TUNN UNDERGR SP TECH, V21, P448, DOI 10.1016/j.tust.2005.12.087
  • [6] Microseismic Monitoring of the Left Bank Slope at the Baihetan Hydropower Station, China
    Dai, Feng
    Li, Biao
    Xu, Nuwen
    Meng, Guotao
    Wu, Jiayao
    Fan, Yilin
    [J]. ROCK MECHANICS AND ROCK ENGINEERING, 2017, 50 (01) : 225 - 232
  • [7] Detournay C, 2016, P 4 IT S APPL NUM MO
  • [8] Macro-mechanical properties of columnar jointed basaltic rock masses
    Di Sheng-jie
    Xu Wei-ya
    Ning Yu
    Wang Wei
    Wu Guan-ye
    [J]. JOURNAL OF CENTRAL SOUTH UNIVERSITY OF TECHNOLOGY, 2011, 18 (06): : 2143 - 2149
  • [9] Foliation Effects on Mechanical and Failure Characteristics of Slate in 3D Space Under Brazilian Test Conditions
    Ding, Changdong
    Zhang, Yang
    Hu, Dawei
    Zhou, Hui
    Shao, Jianfu
    [J]. ROCK MECHANICS AND ROCK ENGINEERING, 2020, 53 (09) : 3919 - 3936
  • [10] Investigations of P-Wave velocity, mechanical behavior and thermal properties of anisotropic slate
    Ding, Changdong
    Hu, Dawei
    Zhou, Hui
    Lu, Jingjing
    Lv, Tao
    [J]. INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2020, 127