Abstract
This paper presents the mechanism of crack growth from a 3-D surface flaw in granite specimens subjected to both uniaxial and biaxial compressions through the use of strain measurement and the acoustic emission (AE) technique. Four types of crack patterns were observed under both compressions: wing cracks, petal cracks (crack growing along the edge of a flaw plan), compressive cracks and anti-wing cracks (crack growing from the same tip of the wing crack but at the opposite side). The anti-wing cracks initiated after the wing cracks initiated, but the growth rate is 4.5 to 10 times faster than that of the wing cracks under both compressions. The strain records indicated that when the anti-wing cracks propagated, the strain values of the wing crack at the other tip of the same flaw reduced. The average released AE energy (energy/event) from the growth of the wing crack is the smallest (600 aJ to 6,478 aJ), but the average released energy from the growth of the compressive cracks is the highest (10 × 103 aJ to 207 × 103 aJ). The crack growth mechanism of a 3-D surface flaw is strongly affected by the ratio of the flaw depth 'd' to specimen thickness 't'. The growth of anti-wing cracks is dominant in all the specimens containing a 3-D surface flaw. Thus, the analysis of anti-wing cracks cannot be ignored in the study of a sliding 3-D surface flaw model.
Original language | English |
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Title of host publication | Proceedings of the 1st Canada-US Rock Mechanics Symposium - Rock Mechanics Meeting Society's Challenges and Demands |
Pages | 565-573 |
Number of pages | 9 |
Volume | 1 |
Publication status | Published - 1 Dec 2007 |
Event | 1st Canada-US Rock Mechanics Symposium - Rock Mechanics Meeting Society's Challenges and Demands - Vancouver, BC, Canada Duration: 27 May 2007 → 31 May 2007 |
Conference
Conference | 1st Canada-US Rock Mechanics Symposium - Rock Mechanics Meeting Society's Challenges and Demands |
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Country/Territory | Canada |
City | Vancouver, BC |
Period | 27/05/07 → 31/05/07 |
ASJC Scopus subject areas
- Geochemistry and Petrology
- Civil and Structural Engineering