Scholarly record
GEOMECHANICAL SUBSTANTIATION OF ENCLOSING ANCHORING PARAMETERS OF QUARRY SLOPES IN VARIOUS GEOLOGICAL CONDITIONS
Abstract
Modern trends in open-pit mining in the extractive industry are mainly due to the safety and efficiency of the development of mineral deposits. At the same time, one of the main problems of open mining is the providing of guaranteed stability of the slopes and, in general, the pit walls. Extraction of deposits in extreme conditions with a high degree of geological and structural uncertainty and technological activity significantly reduces acceptable levels of both technological and financial risks. In this connection, the issues of strengthening of the structural elements of quarry excavations, as well as various kinds of slopes of engineering structures are very relevant and significant. To solve the highlighted problem, the publication provides a comprehensive geomechanical assessment of strength and operability of enclosing types of anchor systems, which gives a complete picture of the effectiveness of their use in various geological and engineering conditions of quarries. In accordance with the conducted mathematical modeling, the results were obtained and the main provisions on the strength of the elements and nodes of the cable-anchor and cable-mesh fastening of rock ledges were formulated, depending on their parameters and loading conditions.
Publication Impact Profile
Publication details
References0
Structured references will appear here after the reference import pass. The count is preserved now so the scholarly record is not incomplete.
View or Download full articleAccess options
SWS access login
Login as SWS Scientific CommitteeLogin as SWS Scientific PartnerLogin as SWS AuthorAuthors and approved SWS contributors will read and export their own linked papers after identity matching by SWS profile, email and SGEM GlobalID.
For librarian assistance: [email protected]
Purchase Instant Access
- Article can be downloaded after successful payment.
- Article may be used according to SWS library access terms.
- Article cannot be redistributed.

