DESIGNING TUNNEL LININGS ON THE BASE OF THEIR APPLICATION FIELDS DETERMINATION

A new approach to tunnel linings design consisting of the determining the structure application field, i.e. the ultimate depth on which the lining considered possesses the necessary bearing capacity in different soil conditions is proposed in the paper. That approach allows the requirements to the accuracy of determining the soil deformation modulus to be decreased.

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/isbn/9058090477
• Corporate Authors:

  AA Balkema

  P.O. Box 1675
  Rotterdam,   Netherlands  BR-3000
• Authors:
  • Fotieva, N N
  • Bulychev, N S
• Conference:
  • Twelfth European Conference on Soil Mechanics and Geotechnical Engineering (Proceedings)
  • Location: Amsterdam, Netherlands
  • Date: 1999-6-7 to 1999-6-10
• Publication Date: 1999

Language

• English

Media Info

• Features: Figures; References;
• Pagination: p. 2031-36

Subject/Index Terms

• TRT Terms: Bearing capacity; Deformation; Design; Foundation soils; Soil mechanics; Stress (Physiology); Tunnel lining; Tunneling
• Subject Areas: Bridges and other structures; Design; Geotechnology; Highways;

Filing Info

• Accession Number: 00782178
• Record Type: Publication
• ISBN: 9058090477
• Report/Paper Numbers: Volume 3
• Files: TRIS
• Created Date: Jan 19 2000 12:00AM