Role of Crystal Interlocking on the Strength of Brittle Rocks

نویسندگانHossain Noferesti
نشریهRock Mechanics and Rock Engineering
شماره صفحات221-230
شماره سریال2
شماره مجلد44
ضریب تاثیر (IF)2.905
نوع مقالهFull Paper
تاریخ انتشار2010
نوع نشریهچاپی
کشور محل چاپایران
نمایه نشریهJCR،Scopus
کلید واژه هاBrittle failure, Crystalline rocks, Crystal interlocking, Failure criterion

چکیده مقاله

Results of an experimental programme on heterogeneous rock-like specimens of dental plaster confirm the pronounced role of tensile microcracks on brittle failure. Microbuckling of very small rock-columns formed amid closely located tensile cracks was observed as the key incident connecting stable phenomenon of tensile cracking to unstable phenomenon of shearing and subsequent macroscopic failure. Using the classical beam and buckling theories and considering geometry of the problem a new failure criterion is proposed. As a novel attempt, this new failure criterion relates the compressive strength of rock to three basic microstructural properties, i.e. degree of crystal interlocking, average Young modulus and average tensile strength of rock forming minerals.

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