Centrifuge model test of tunnel face reinforcement by bolting

Modern Tunneling Science and Technology

Volumn 1, Issue , 2017, Pages 177-182

  Kamata, H ^a   Mashimo, H ^a  

^a PUBLIC WORKS RESEARCH INSTITUTE   (Japan)

Author keywords

[No Author keywords available]

Indexed keywords

ANALYTICAL RESULTS; CENTRIFUGAL MODEL TESTS; CENTRIFUGE MODEL TEST; DISTINCT ELEMENT METHODS; OPTIMUM LENGTH; SANDY GROUNDS; TUNNEL FACE;

REINFORCEMENT;

EID: 3042528091     PISSN: None     EISSN: None     Source Type: Book    
DOI: 10.1201/9780203746653     Document Type: Chapter

References (2)

1. H. Mashimo & M. Suzuki 1998. Stability conditions of tunnel face in sandy ground. Centrifuge 98: 721-725.Rotterdam:Balkema.
2. R. AlHallk et al. 2000. Experimental study of the stability of a tunnel face reinforced by bolts, Geotechnical Aspect of Underground Construction in Soft Ground: 65-68 Rotterdam:Balkema.