Effect of bearing pressure on the strength of a rock mass containing cylindrical cuts

DOI10.1007/S10808-009-0145-4zbMath1272.74455OpenAlexW2054203200MaRDI QIDQ369033

V. T. Presler, N. V. Cherdantsev, V. Yu. Izakson

Publication date: 24 September 2013

Published in: Journal of Applied Mechanics and Technical Physics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s10808-009-0145-4

zbMATH Keywords

discontinuity zonebulk stress stateelevated mountain pressurestrength anisotropysurfaces of weaknesstechnogenic disturbance of rock mass

Mathematics Subject Classification ID

Boundary element methods applied to problems in solid mechanics (74S15) Soil and rock mechanics (74L10)

Cites Work

• Evaluating rock mass failure in the vicinity of slot cuts
• Unnamed Item
• Unnamed Item

This page was built for publication: Effect of bearing pressure on the strength of a rock mass containing cylindrical cuts