A Fracture-Mechanics-Based Design Method for SFRC Tunnel Linings

Tunnelling and Underground Space Technology

Volumn 11, Issue 1 SPEC. ISS., 1996, Pages 39-43

  Nanakorn, Pruettha ^a   Horii, Hideyuki ^a  

^a UNIVERSITY OF TOKYO   (Japan)

Author keywords

[No Author keywords available]

Indexed keywords

BEARING CAPACITY; CALCULATIONS; CRACKS; FRACTURE MECHANICS; LOAD LIMITS; MATERIALS TESTING; MECHANICAL PROPERTIES; REINFORCED CONCRETE; STEEL; STRESSES; STRUCTURAL DESIGN; TENSILE STRENGTH;

CRITICAL CRACK LENGTH; FIBER PROPERTY; LOAD CARRYING CAPACITY; STEEL FIBER REINFORCED CONCRETE;

TUNNEL LININGS;

CONCRETE; FRACTURE MECHANICS; TUNNEL LINING;

EID: 0029668575     PISSN: 08867798     EISSN: None     Source Type: Journal    
DOI: 10.1016/0886-7798(96)00050-8     Document Type: Article

References (3)

1. Horii, H. and Nanakorn, P. 1993, Fracture Mechanics Based Design of SFRC Tunnel Lining, will appear in Size Effect in Concrete Structures (ed. H. Mihashi).
2. Japan Railway Construction Public Corporation 1992, Recommendation for Design and Construction of Extruded Concrete Lining Method, available at Yoshii Shoten, 3-7-11 Iidashi, Chiyoda-ku, Tokyo 102, JAPAN.
3. Nanakorn, P. 1993, Fracture Mechanics Based Design Method of SFRC Tunnel Lining, Doctoral Dissertation, The University of Tokyo, Japan.