
Publication
MODELING OF THE STRESS FIELD AROUND FRICTIONAL PIPE ANCHOR BOLD
(SGEM Scientific GeoConference, 2005, J. Dimitrov, N. Nikolaev)
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In this material offers mechanical model that builds on the basic technological characteristics of the system rock – frictional pipe anchor bold (FPA). In the presentation, the anchor is divided on the modeling elements. Their size is determined from the physical model that describes combined anchor-rock system work. Key words: mechanical model, system anchor-rock, stress field
Geology2005
