Acoustic emission and 4D X-ray micro-tomography for monitoring crack propagation in rocks

被引:5
作者
Kytyr, Daniel [1 ]
Koudelka, Petr [1 ]
Drozdenko, Daria [2 ]
Vavro, Martin [3 ]
Fila, Tomas [1 ]
Rada, Vaclav [1 ]
Vavro, Leona [3 ]
Mathis, Kristian [2 ]
Soucek, Kamil [3 ]
机构
[1] Czech Acad Sci, Inst Theoret & Appl Mech, Prosecka 809-76, Prague 9, Czech Republic
[2] Charles Univ Prague, Fac Math & Phys, Dept Phys Mat, Ke Karlovu 5, Prague 2, Czech Republic
[3] Czech Acad Sci, Inst Geon, Studentska 1768-9, Ostrava 70800, Czech Republic
关键词
Acoustic emission; 4D X-ray computed micro-tomography; Crack propagation; Four-point bending test; Chevron-notched core sample; Sandstone; FRACTURE PROCESS ZONE; FAILURE PROCESS; SANDSTONE; CONCRETE; DAMAGE; EVOLUTION; COALESCENCE; GRANITE; TENSILE; MICROSTRUCTURE;
D O I
10.1016/j.ijrmms.2024.105917
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Acoustic emission (AE) and 4D X-ray computed tomography (4D XCT) were used simultaneously to study crack initiation and propagation in two different types of quartz-rich sandstones during the four-point bending experiments. Statistical analysis of the AE response indicated the failure mechanisms and their dynamics. The characteristic changes observed in the AE response defined the timing of the bending interruptions for XCT scanning to reveal the development of the crack. It was possible to quantitatively describe the developing cracks in their dimensions and volume and relate this information to the rate of decrease in the post-peak region of the material response. It could be concluded that the combination and concurrent use of AE and XCT techniques represents a highly effective and reliable instrument for observation, description, analysis of the crack propagation process, and rock disintegration in detail at a microscale level. With regard to the specific sandstones studied, M & scaron;en & eacute; sandstone is softer, respectively, less brittle, while Kocbe & rcaron;e sandstone is characterised by a more brittle behaviour accompanied by an AE signal with higher amplitudes compared to those of M & scaron;en & eacute;.
引用
收藏
页数:18
相关论文
共 94 条
[21]   Experimental study on acoustic emission (AE) characteristics and crack classification during rock fracture in several basic lab tests [J].
Du, Kun ;
Li, Xuefeng ;
Tao, Ming ;
Wang, Shaofeng .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2020, 133
[22]   Real-time computerized tomography (CT) experiments on sandstone damage evolution during triaxial compression with chemical corrosion [J].
Feng, XT ;
Chen, SL ;
Zhou, H .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2004, 41 (02) :181-192
[23]  
GUO ZK, 1993, ENG FRACT MECH, V46, P1041
[24]   Experimental and numerical study of crack propagation and coalescence in pre-cracked rock-like disks [J].
Haeri, Hadi ;
Shahriar, Kourosh ;
Marji, Mohammad Fatehi ;
Moarefvand, Parviz .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2014, 67 :20-28
[25]   Deformation behavior and acoustic emission response on uniaxial compression of extruded rectangular profile of Mg-Zn-Zr alloy [J].
Horvath, Klaudia ;
Drozdenko, Daria ;
Mathis, Kristian ;
Bohlen, Jan ;
Dobron, Patrik .
JOURNAL OF ALLOYS AND COMPOUNDS, 2016, 680 :623-632
[26]   'Applications of X-ray computed tomography in engineering geology' or 'looking inside rocks ...' Preface [J].
Jacobs, Patric ;
Cnudde, Veerle .
ENGINEERING GEOLOGY, 2009, 103 (3-4) :67-68
[27]   Fracture process zone in granite: a microstructural analysis [J].
Janssen, C ;
Wagner, FC ;
Zang, A ;
Dresen, G .
INTERNATIONAL JOURNAL OF EARTH SCIENCES, 2001, 90 (01) :46-59
[28]   Three-dimensional observations of faulting process in Westerly granite under uniaxial and triaxial conditions by X-ray CT scan [J].
Kawakata, H ;
Cho, A ;
Kiyama, T ;
Yanagidani, T ;
Kusunose, K ;
Shimada, M .
TECTONOPHYSICS, 1999, 313 (03) :293-305
[29]   Effect of micromechanical parameters of microstructure on compressive and tensile failure process of rock [J].
Kazerani, T. .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2013, 64 :44-55
[30]  
Keppert M, 2015, Computational methods and experimental measurements XVII