A Shear Model for Rock Microfracture Size Estimation Based on AE Measurement

被引:3
作者
Zhang, Penghai [1 ]
Liu, Honglei [1 ]
Guan, Kai [1 ]
Xu, Tao [1 ]
Yu, Qinglei [1 ]
Yang, Tianhong [1 ]
机构
[1] Northeastern Univ, Ctr Rock Instabil & Seism Res, Shenyang 110819, Liaoning, Peoples R China
基金
中国国家自然科学基金;
关键词
AE; Fracture mechanism; Shear model; Microfracture size; STATIC FAULT GROWTH; ACOUSTIC-EMISSION; FRACTURE PROPAGATION; TRIAXIAL COMPRESSION; DAMAGE MECHANISMS; BRITTLE ROCK; TENSILE; JOINTS; CRACKING; STRESS;
D O I
10.1007/s00603-021-02388-0
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Moment tensor analyses suggest that shear microfractures dominate the compressive characteristics of most rock materials. However, the microfracture sizes estimated by the traditional shear model are unrealistically large. This paper presents a novel shear model for microfracture size estimation in sandstone specimens based on AE measurements. The sizes of 342 microfractures were estimated via the proposed model; most are found to range from 0.0022 to 1.80 mm with an average microfracture size slightly smaller than the average grain size. The microfracture size distribution characteristics observed here are similar to those observed by microscope for stressed sandstone, suggesting that more realistic microfracture sizes can be obtained with the proposed model than the traditional shear model.
引用
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页码:2533 / 2546
页数:14
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