The Brazilian Disc Test for Rock Mechanics Applications: Review and New Insights

被引:568
作者
Li, Diyuan [1 ,2 ]
Wong, Louis Ngai Yuen [2 ]
机构
[1] Cent S Univ, Sch Resources & Safety Engn, Changsha 410083, Hunan, Peoples R China
[2] Nanyang Technol Univ, Sch Civil & Environm Engn, Singapore 639798, Singapore
基金
中国国家自然科学基金;
关键词
Brazilian test; Tensile strength; Tensile strain; Crack initiation; Rock mechanics; Review; TENSILE-STRENGTH; DIAMETRAL COMPRESSION; BOUNDARY-CONDITIONS; FRACTURE-TOUGHNESS; ELASTIC-MODULUS; STRESS-FIELD; FAILURE; SIZE; SPECIMENS; FRICTION;
D O I
10.1007/s00603-012-0257-7
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The development of the Brazilian disc test for determining indirect tensile strength and its applications in rock mechanics are reviewed herein. Based on the history of research on the Brazilian test by analytical, experimental, and numerical approaches, three research stages can be identified. Most of the early studies focused on the tensile stress distribution in Brazilian disc specimens, while ignoring the tensile strain distribution. The observation of different crack initiation positions in the Brazilian disc has drawn a lot of research interest from the rock mechanics community. A simple extension strain criterion was put forward by Stacey (Int J Rock Mech Min Sci Geomech Abstr 18(6):469-474, 1981) to account for extension crack initiation and propagation in rocks, although this is not widely used. In the present study, a linear elastic numerical model is constructed to study crack initiation in a 50-mm-diameter Brazilian disc using FLAC(3D). The maximum tensile stress and the maximum tensile strain are both found to occur about 5 mm away from the two loading points along the compressed diameter of the disc, instead of at the center of the disc surface. Therefore, the crack initiation point of the Brazilian test for rocks may be located near the loading point when the tensile strain meets the maximum extension strain criterion, but at the surface center when the tensile stress meets the maximum tensile strength criterion.
引用
收藏
页码:269 / 287
页数:19
相关论文
共 81 条
[61]   Size effect and boundary conditions in the Brazilian test: Experimental verification [J].
Rocco, C ;
Guinea, GV ;
Planas, J ;
Elices, M .
MATERIALS AND STRUCTURES, 1999, 32 (217) :210-217
[62]  
Satoh Y., 1987, Journal of the Society of Materials Science, Japan, V36, P1219, DOI 10.2472/jsms.36.1219
[63]   A SIMPLE EXTENSION STRAIN CRITERION FOR FRACTURE OF BRITTLE ROCK [J].
STACEY, TR .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 1981, 18 (06) :469-474
[64]   BRAZILIAN TENSILE-STRENGTH OF ROCKS WITH DIFFERENT ELASTIC PROPERTIES IN TENSION AND COMPRESSION [J].
SUNDARAM, PN ;
CORRALES, JM .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 1980, 17 (02) :131-133
[65]   Analysis of the diametral compression method for determining the tensile strength of transparent magnesium aluminate spinel [J].
Swab, Jeffrey J. ;
Yu, Jian ;
Gamble, Robert ;
Kilczewski, Steve .
INTERNATIONAL JOURNAL OF FRACTURE, 2011, 172 (02) :187-192
[66]   Failure of Layered Sandstone under Brazilian Test Conditions: Effect of Micro-Scale Parameters on Macro-Scale Behaviour [J].
Tavallali, Abbass ;
Vervoort, Andre .
ROCK MECHANICS AND ROCK ENGINEERING, 2010, 43 (05) :641-653
[67]   Effect of layer orientation on the failure of layered sandstone under Brazilian test conditions [J].
Tavallali, Abbass ;
Vervoort, Andre .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2010, 47 (02) :313-322
[68]   Observed and simulated fracture pattern in diametrically loaded discs of rock material [J].
van de Steen B. ;
Vervoort A. ;
Napier J.A.L. .
International Journal of Fracture, 2005, 131 (1) :35-52
[69]   EFFECT OF LIQUIDS ON TENSILE-STRENGTH OF LIMESTONE [J].
VUTUKURI, VS .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 1974, 11 (01) :27-29
[70]   The flattened Brazilian disc specimen used for testing elastic modulus, tensile strength and fracture toughness of brittle rocks: analytical and numerical results [J].
Wang, QZ ;
Jia, XM ;
Kou, SQ ;
Zhang, ZX ;
Lindqvist, PA .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2004, 41 (02) :245-253