IMPROVED DESIGN OF TUNNEL SUPPORTS. VOLUME 5: EMPIRICAL METHODS IN ROCK TUNNELING - REVIEW AND RECOMMENDATIONS
Volume 5 evaluates empirical methods in tunneling. Empirical methods that avoid the use of an explicit model by relating ground conditions to observed prototype behavior have played a major role in tunnel design. The main objective of this volume is to provide the tunneling profession with a review of empirical methods, and to also present some guidelines on what empirical methods are best suited for observational (adaptable) tunneling procedures.
- See also Volume 4, PB80-225188. Also available in set of 5 reports PC E99, PB80-225147.
Massachusetts Institute of TechnologyDepartment of Civil Engineering, 77 Massachusetts Avenue
Cambridge, MA USA 02139
Transportation Systems Center55 Broadway, Kendall Square
Cambridge, MA USA 02142
Urban Mass Transportation Administration400 7th Street, SW
Washington, DC USA 20590
- STEINER, W
- Einstein, H H
- Publication Date: 1980-6
- Pagination: 557 p.
- TRT Terms: Construction; Design; Excavation and tunneling; Rock bolting; Rock mechanics; Rockbolts; Structural design; Tunnel lining; Tunnels; Underground structures
- Uncontrolled Terms: Design criteria; Tunnel design
- Old TRIS Terms: Underground supporting
- Subject Areas: Bridges and other structures; Construction; Design;
- Accession Number: 00326066
- Record Type: Publication
- Source Agency: National Technical Information Service
- Report/Paper Numbers: DOT-TSC-UMTA-80-27-VFinal Rpt.
- Contract Numbers: DOT-TSC-1489
- Files: NTIS, TRIS, USDOT
- Created Date: Nov 19 1981 12:00AM