Effect of layer orientation on the failure of layered sandstone under Brazilian test conditions

被引:309
作者
Tavallali, Abbass [1 ]
Vervoort, Andre [1 ]
机构
[1] Katholieke Univ Leuven, Dept Civil Engn, B-3001 Heverlee, Belgium
关键词
Brazilian test; Anisotropy; Layered sandstone; Fracture pattern; Fracture analysis; Layer activation; STRENGTH; ROCKS;
D O I
10.1016/j.ijrmms.2010.01.001
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The experimental research in this paper focuses at macro-scale on the effect of the layer orientation on failure strength and fractures induced by the Brazilian tensile test for one particular sandstone-sandstone from Modave in the South of Belgium. The variation in the strength, the applied energy and the failure pattern are examined as a function of the inclination angle between the layer plane and the loading direction. For each sample, the length of fractures parallel to the layers, as well as corresponding to other directions, is measured. For the layered sandstone in this study, the transition angle range is determined whereby the relative importance of both types of fractures switches. (C) 2010 Elsevier Ltd. All rights reserved.
引用
收藏
页码:313 / 322
页数:10
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