GEOMECHANICS
Geomechanics of Highly Compressed Rocks and Rock Masses

DOI.org/10.5281/zenodo.1119179

Ksendzenko L., Makarov V.

LIUDMILA KSENDZENKO, Candidate of Physical and Mathematical Sciences, Associate Professor; Department of Algebra, Geometry and Analysis, School of Natural Sciences, e-mail: ksendzenko@mail.ru
VLADIMIR MAKAROV, Doctor of Engineering Sciences, Professor, Department of Mining and Integrated Development of Geological Resources, School of Engineering, e-mail: vlmvv@mail.ru
Far Eastern Federal University
8 Sukhanova St., Vladivostok, Russia, 690091

Zonal failure of rock mass around underground openings (review)

Abstract: The paper presents an overview of new theoretical and experimental results in the field of zonal failure (disintegration) of rocks including those based on the use of the non-Euclidean model of a continuous medium. The mechanism and regularities of the of zonal failure phenomenon in rock masses was investigated by the authors using analytical, numerical, and experimental simulations. The directions and tasks that require further study have been outlined.

Key words: rock massif, zonal failure (disintegration), non-Euclidean model, field experiment, numerical experiment, laboratory test.

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