Quantification of pre-peak brittle damage: Correlation between acoustic emission and observed micro-fracturing

被引:99
作者
Ganne, P.
Vervoort, A.
Wevers, M.
机构
[1] Katholieke Univ Leuven, Dept Civil Engn, B-3001 Louvain, Belgium
[2] Katholieke Univ Leuven, Dept Met & Mat Engn, B-3001 Louvain, Belgium
关键词
AE; pre-peak damage; brittle damage; compressive stresses; tensile stresses; petrography;
D O I
10.1016/j.ijrmms.2006.11.003
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Acoustic emission (AE) is a useful non-destructive technique to determine whether damage in rock material has occurred, even though the interpretation of AE can be complex. In this paper, two laboratory situations are studied, to investigate the correlation between micro-fractures and AE. In the first case, damage is induced by pure macro-compressive stresses and in the second case by macro-tensile stress (in one direction). The specific evolution of the recorded cumulative AE energy as a function of the applied load leads, in both cases, to a subdivision of the loading in different phases. Thresholds for the transition of these phases are defined. A thorough petrographical analysis of thin slices of samples, damaged to these different thresholds, allows a physical interpretation of damage phases. This methodology leads to a damage evolution model both for macro-compressive and macro-tensile stresses. This paper demonstrates the advantages of the combined use of AE and detailed petrographic study of thin rock slices. Furthermore, insight is provided on the pre-peak damage evolution caused by macro-compressive and macro-tensile stresses in rock material. (c) 2006 Elsevier Ltd. All rights reserved.
引用
收藏
页码:720 / 729
页数:10
相关论文
共 26 条
[1]  
Anderson T.L., 1994, FRACTURE MECH FUNDAM
[2]   Generalized crack initiation and crack damage stress thresholds of brittle rock masses near underground excavations [J].
Cai, M ;
Kaiser, PK ;
Tasaka, Y ;
Maejima, T ;
Morioka, H ;
Minami, M .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2004, 41 (05) :833-847
[3]   Correlation between microcrack distribution patterns and granitic rock splitting planes [J].
Chen, Y ;
Nishiyama, T ;
Kusuda, H ;
Kita, H ;
Sato, T .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 1999, 36 (04) :535-541
[4]  
DESCHUYTENER ML, 1984, PETIT GRANIT
[5]   Damage initiation and propagation in hard rock during tunnelling and the influence of near-face stress rotation [J].
Diederichs, MS ;
Kaiser, PK ;
Eberhardt, E .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2004, 41 (05) :785-812
[6]   Quantifying progressive pre-peak brittle fracture damage in rock during uniaxial compression [J].
Eberhardt, E ;
Stead, D ;
Stimpson, B .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 1999, 36 (03) :361-380
[7]   Effects of grain size on the initiation and propagation thresholds of stress-induced brittle fractures [J].
Eberhardt, E ;
Stimpson, B ;
Stead, D .
ROCK MECHANICS AND ROCK ENGINEERING, 1999, 32 (02) :81-99
[8]  
Eberhardt E.B., 1998, BRITTLE ROCK FRACTUR
[9]  
GANNE P, 2006, P 9 EUR C NOND TEST
[10]   Characterisation of tensile damage in rock samples induced by different stress paths [J].
Ganne, Patrick ;
Vervoort, Andre .
PURE AND APPLIED GEOPHYSICS, 2006, 163 (10) :2153-2170