RETAINING WALLS AND SUPERVISION SYSTEM FOR A 16.0 M DEEP EXCAVATION

SICHERUNGS- UND UEBERWACHUNGSMASSNAHMEN IN EINER 16 M TIEFEN BAUGRUBE

The walls of a 16 m deep excavation situated in an urban area with unfavorable soil conditions, are retained partially by anchored slurry trench walls and partially by anchored sheet piles which were placed into a trench. The trench behind the sheet pile walls was refilled with filter gravel. The anchor forces and deformation of the walls, the soil and the adjacent buildings were measured. Provisions are described, which were necessary to reduce the deformation.

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

  International Society for Soil Mechanics and Foundation Engineering

  ,    
• Authors:
  • Henauer, R
  • Otta, L
• Conference:
  • Sixth Eur Conf on Soil Mech and Found Engineering, Vienna, Austria, March 22-24, 1976.
• Publication Date: 1976

Language

• German

Media Info

• Pagination: p. 149-156

Subject/Index Terms

• TRT Terms: Excavation; Excavations; Retaining walls; Soil mechanics; Support piles
• Old TRIS Terms: Anchored sheet piles; Anchored slurry trench walls; Excavation technology
• Subject Areas: Geotechnology; Railroads;

Filing Info

• Accession Number: 00165244
• Record Type: Publication
• Source Agency: Engineering Index
• Report/Paper Numbers: V1 1 Pap 1/2-8 Proceeding
• Files: TRIS
• Created Date: Dec 27 1977 12:00AM