Stability analysis and the stabilisation of flexural toppling failure

Rock Mechanics and Rock Engineering

Volumn 42, Issue 5, 2009, Pages 751-782

  Amini, Mehdi ^a   Majdi, Abbas ^a   Aydan, Ömer ^b  

^a UNIVERSITY OF TEHRAN   (Iran)

^b TOKAI UNIVERSITY   (Japan)

Author keywords

Analytical method; Flexural toppling failure; Rock bolt; Rock column; Superimposed cantilever beams

Indexed keywords

ANALYTICAL METHOD; ANALYTICAL MODEL; BENDING STRESS; CENTRIFUGE TESTS; COMPATIBILITY EQUATION; CROSS SECTIONAL AREA; EQUATIONS OF EQUILIBRIA; FACTOR OF SAFETY; FACTORS OF SAFETIES; FAILURE MODEL; FLEXURAL TOPPLING; FLEXURAL TOPPLING FAILURE; GROUTED ROCK BOLTS; LAYERED ROCKS; ROCK BOLT; ROCK MASS; ROCK MASS STABILITY ANALYSIS; ROCK SLOPE; STABILISATION; STABILITY ANALYSIS; SUPERIMPOSED CANTILEVER BEAMS; UNDERGROUND EXCAVATION;

ATOMIC FORCE MICROSCOPY; BOLTS; CANTILEVER BEAMS; CENTRIFUGATION; CONCRETE CONSTRUCTION; EXCAVATION; FOUNDATIONS; NANOCANTILEVERS; QUALITY ASSURANCE; ROCK BOLTING; ROCK MECHANICS; SAFETY FACTOR; TENSILE STRENGTH;

ROCKS;

ANALYTICAL METHOD; EXCAVATION; LAYERED MEDIUM; ROCK MECHANICS; STABILITY ANALYSIS; TENSILE STRESS; TOPPLING; UNDERGROUND CONSTRUCTION;

EID: 70349869429     PISSN: 07232632     EISSN: None     Source Type: Journal    
DOI: 10.1007/s00603-008-0020-2     Document Type: Article

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