SOIL STRUCTURE INTERACTION FOR A TUNNEL PARTLY FOUNDED ON SLURRY WALLS

The properties of the soil layers involved in the problem are illustrated by the results of the static penetration test and by some results of laboratory tests. Also the geological age is given. The tunnel consists of two openings separated by a central support resting on a slab. The tunnel road is located 24 m underneath the original soil level, and the slurry walls are ended 8 m underneath the level of the road.

• Supplemental Notes:
  • Sixth Eur Conf on Soil Mech and Found Eng, Vienna, Austria, March 22-24, 1976.
• Corporate Authors:

  International Society for Soil Mechanics and Foundation Engineering

  ,    
• Authors:
  • DE BEER, E
  • Wallays, M
  • Bonvoisin, J
  • Pirlet, G
• Conference:
  • Sixth Eur Conf on Soil Mech and Found Eng, Vienna, Austria, March 22-24, 1976.
• Publication Date: 1976

Media Info

• Features: References;
• Pagination: p. 281-290

Subject/Index Terms

• TRT Terms: Construction; Foundations; Retaining walls; Slurry; Soil mechanics; Soil penetration test; Soil structure interaction; Soil tests; Tunneling
• Uncontrolled Terms: Slurry walls
• Old TRIS Terms: Tunnels and tunneling
• Subject Areas: Bridges and other structures; Construction; Geotechnology; Railroads;

Filing Info

• Accession Number: 00165247
• Record Type: Publication
• Source Agency: Engineering Index
• Report/Paper Numbers: V1 1 Pap II/2 Proceeding
• Files: TRIS
• Created Date: Dec 27 1977 12:00AM