Effect of bar shape on the pull-out capacity of fully-grouted rockbolts

Tunnelling and Underground Space Technology

Volumn 18, Issue 1, 2002, Pages 1-6

  Kilic, A ^a   Yasar, E ^a   Atis, C D ^a  

^a CUKUROVA UNIVERSITY   (Turkey)

Author keywords

Bolt failure mechanism; Bolt load capacity; Bolt shape; Pull out load; Rock bolt

Indexed keywords

BEARING CAPACITY; COMPRESSIVE STRENGTH; FAILURE ANALYSIS; GROUTING;

WEDGING EFFECT;

BOLTS;

BOLT; FAILURE MECHANISM; GEOMETRY; GROUT; PULLOUT TEST; SUPPORT; TUNNEL;

EID: 0037225215     PISSN: 08867798     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0886-7798(02)00077-9     Document Type: Article

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