Centrifuge model test of tunnel face reinforcement by bolting

Tunnelling and Underground Space Technology

Volumn 18, Issue 2-3, 2003, Pages 205-212

  Kamata, Hirohisa ^a   Mashimo, Hideto ^a  

^a Ind Administrative Institution   (Japan)

Author keywords

Bolting; Centrifuge model test; Distinct element method; Face stability; Forepoling; Numerical simulation

Indexed keywords

BOLT TIGHTENING; COMPUTER SIMULATION; FAILURE (MECHANICAL); STRENGTH OF MATERIALS;

TUNNEL FACE REINFORCEMENT;

TUNNELS;

BOLT; CENTRIFUGAL MODEL TEST; DISTINCT ELEMENT METHOD; NUMERICAL METHOD; REINFORCEMENT; TUNNEL;

EID: 0037397060     PISSN: 08867798     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0886-7798(03)00029-4     Document Type: Article

References (3)

1. Mashimo, H., Suzuki, M., 1998. Stability conditions of tunnel face in sandy ground. Centrifuge 98, 721-725.
2. Al Hallak, R., 2000. Experimental study of the stability of a tunnel face reinforced by bolts. Geotechnical Aspect of Underground Construction in Soft Ground. Rotterdam: Balkema, pp. 65-68.
3. lItasca, 1996. UDEC, User's Manual, Version 3.0. Itasca Consulting Group Inc, Minneapolis, MN.