Influence of microscale heterogeneity andmicrostructure on the tensile behavior of crystalline rocks

被引:156
作者
Mahabadi, O. K. [1 ]
Tatone, B. S. A. [1 ]
Grasselli, G. [1 ]
机构
[1] Univ Toronto, Dept Civil Engn, Toronto, ON, Canada
基金
加拿大自然科学与工程研究理事会;
关键词
FRACTURE; FAILURE; MICROSTRUCTURE; COMPRESSION; MICROCRACKS; SPECIMENS; STRENGTH; GRANITE; MODEL;
D O I
10.1002/2014JB011064
中图分类号
P3 [地球物理学]; P59 [地球化学];
学科分类号
0708 ; 070902 ;
摘要
This study investigates the influence of microscale heterogeneity and microcracks on the failure behavior and mechanical response of a crystalline rock. The thin section analysis for obtaining the microcrack density is presented. Using micro X-ray computed tomography (mu CT) scanning of failed laboratory specimens, the influence of heterogeneity and, in particular, biotite grains on the brittle fracture of the specimens is discussed and various failure patterns are characterized. Three groups of numerical simulations are presented, which demonstrate the role of microcracks and the influence of mu CT-based and stochastically generated phase distributions. The mechanical response, stress distribution, and fracturing process obtained by the numerical simulations are also discussed. The simulation results illustrate that heterogeneity and microcracks should be considered to accurately predict the tensile strength and failure behavior of the sample.
引用
收藏
页码:5324 / 5341
页数:18
相关论文
共 40 条
[1]   Scratching as a Fracture Process: From Butter to Steel [J].
Akono, A-T. ;
Reis, P. M. ;
Ulm, F-J. .
PHYSICAL REVIEW LETTERS, 2011, 106 (20)
[2]  
BIENIAWSKI ZT, 1978, INT J ROCK MECH MIN, V15, P99
[3]   Digital image based approach for three-dimensional mechanical analysis of heterogeneous rocks [J].
Chen, S. ;
Yue, Z. Q. ;
Tham, L. G. .
ROCK MECHANICS AND ROCK ENGINEERING, 2007, 40 (02) :145-168
[4]   Digital image-based numerical modeling method for prediction of inhomogeneous rock failure [J].
Chen, S ;
Yue, ZQ ;
Tham, LG .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2004, 41 (06) :939-957
[5]  
Colback P.S.B., 1966, 1 C INT SOC ROCK MEC, P385
[6]   Grid indentation analysis of composite microstructure and mechanics: Principles and validation [J].
Constantinides, G. ;
Chandran, K. S. Ravi ;
Ulm, F-J. ;
Van Vliet, K. J. .
MATERIALS SCIENCE AND ENGINEERING A-STRUCTURAL MATERIALS PROPERTIES MICROSTRUCTURE AND PROCESSING, 2006, 430 (1-2) :189-202
[7]  
Falconer K., 2003, FRACTAL GEOMETRY MAT, DOI DOI 10.1002/0470013850
[8]   Application of a local degradation model to the analysis of brittle fracture of laboratory scale rock specimens under triaxial conditions [J].
Fang, Z ;
Harrison, JP .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2002, 39 (04) :459-476
[9]   SOME OBSERVATIONS CONCERNING MICROSCOPIC AND MECHANICAL BEHAVIOR OF QUARTZITE SPECIMENS IN STIFF, TRIAXIAL COMPRESSION TESTS [J].
HALLBAUER, DK ;
WAGNER, H ;
COOK, NGW .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 1973, 10 (06) :713-+
[10]   Practical estimates of rock mass strength [J].
Hoek, E ;
Brown, ET .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 1997, 34 (08) :1165-1186