Effects of grain size on the initiation and propagation thresholds of stress-induced brittle fractures

被引:330
作者
Eberhardt, E [1 ]
Stimpson, B
Stead, D
机构
[1] ETH Honggerberg, CH-8093 Zurich, Switzerland
[2] Univ Manitoba, Dept Civil & Geol Engn, Winnipeg, MB, Canada
[3] Univ Exeter, Camborne Sch Mines, Exeter EX4 4QJ, Devon, England
关键词
D O I
10.1007/s006030050026
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The microstructure of rock is known to influence its strength and deformation characteristics. This paper presents the results of a laboratory investigation into the effects of grain size on the initiation and propagation thresholds of stress-induced brittle fracturing in crystalline rocks with similar mineralogical compositions, but with three different grain sizes. Strain gauge and acoustic emission measurements were used to aid in the identification and characterization of the different stages of crack development in uniaxial compression. Results indicate that grain size had only a minor effect on the stress at which new cracks initiated. Crack initiation thresholds were found to be more dependent on the strength of the constituent minerals. Grain size did have a significant effect, however, in controlling the behaviour of the cracks once they began to propagate. The evidence suggests that longer grain boundaries and larger intergranular cracks, resulting from increased grain size, provide longer paths of weakness for growing cracks to propagate along. This promoted degradation of material strength once the longer cracks began to coalesce and interact. Thus, rock strength was found to decrease with increasing grain size, not by inducing crack initiation at lower stresses, but through a process where longer cracks propagating along longer planes of weakness coalesced at lower stresses.
引用
收藏
页码:81 / 99
页数:19
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