| نویسندگان | Hossain Noferesti |
| نشریه | Rock Mechanics and Rock Engineering |
| شماره صفحات | 221-230 |
| شماره سریال | 2 |
| شماره مجلد | 44 |
| ضریب تاثیر (IF) | 2.905 |
| نوع مقاله | Full Paper |
| تاریخ انتشار | 2010 |
| نوع نشریه | چاپی |
| کشور محل چاپ | ایران |
| نمایه نشریه | JCR،Scopus |
| کلید واژه ها | Brittle failure, Crystalline rocks, Crystal interlocking, Failure criterion |
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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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