Impact compressive and bending behaviour of rocks accompanied by electromagnetic phenomena

• Published in: Philosophical transactions of the Royal Society of London. Series A: Mathematical, physical, and engineering sciences Vol. 372; no. 2023; p. 20130292
• Main Authors: Kobayashi, Hidetoshi, Horikawa, Keitaro, Ogawa, Kinya, Watanabe, Keiko
• Format: Journal Article
• Language: English
• Published: England The Royal Society Publishing 28.08.2014
• Subjects: Compression; Electromagnetic Waves; Rock; Split Hopkinson Bars; Three-Point Bending; rock; electromagnetic waves; split Hopkinson bars; compression; three-point bending
• ISSN: 1364-503X; 1471-2962
• DOI: 10.1098/rsta.2013.0292

It is well known that electromagnetic phenomena are often observed preceding earthquakes. However, the mechanism by which these electromagnetic waves are generated during the fracture and deformation of rocks has not been fully identified. Therefore, in order to examine the relationship between the electromagnetic phenomena and the mechanical properties of rocks, uniaxial compression and three-point bending tests for two kinds of rocks with different quartz content, granite and gabbro, have been carried out at quasi-static and dynamic rates. Especially, in the bending tests, pre-cracked specimens of granite were also tested. Using a split Hopkinson pressure bar and a ferrite-core antenna in close proximity to the specimens, both the stress-strain (load-displacement) curve and simultaneous electromagnetic wave magnitude were measured. It was found that the dynamic compressive and bending strengths and the stress increase slope of both rocks were higher than those observed in static tests; therefore, there is a strain-rate dependence in their strength and stress increase rate. It was found from the tests using the pre-cracked bending specimens that the intensity of electromagnetic waves measured during crack extension increased almost proportionally to the increase of the maximum stress intensity factor of specimens. This tendency was observed in both the dynamic and quasi-static three-point bending tests for granite.