Abstract
Photographic monitoring is a kind of very effective technique, which can be used to analyze real-time crack coalescence process in the process of deformation failure of rock specimen (Yang and Jing in Int J Fract 168(2):227–250, 2011; Ferrero et al. in Eng Fract Mech 75:652–663, 2008; Ferrero and Migliazza in Mech Mater 41:561–572, 2009; Roncella et al. in Optical 3-D Measurement Techniques II:51–60, 2005).
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References
Ferrero AM, Migliazza M, Roncella R, Tebaldi G (2008) Analysis of the failure mechanisms of a weak rock through photogrammetrical measurements by 2D and 3D visions. Eng Fract Mech 75:652–663
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Yang SQ, Jing HW (2011) Strength failure and crack coalescence behavior of brittle sandstone samples containing a single fissure under uniaxial compression. Int J Fract 168(2):227–250
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© 2015 Science Press, Beijing and Springer-Verlag Berlin Heidelberg
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Yang, SQ. (2015). Experimental Investigation on Crack Evolution Behavior of Brittle Sandstone Containing Two Coplanar Fissures in the Process of Deformation Failure. In: Strength Failure and Crack Evolution Behavior of Rock Materials Containing Pre-existing Fissures. Springer Environmental Science and Engineering. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-662-47303-0_3
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DOI: https://doi.org/10.1007/978-3-662-47303-0_3
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