THE BEARING CAPACITY OF GRAVELLY SAND AND BROKEN STONE MIXTURES

DIE TRAGFAEHIGKEIT VON KIESSAND UND GELOROCHENEN GESTEINSGEMISCHEN

The deformation properties and thickness requirements of unbound, composite roadbases (lower layer of gravelly sand, and upper layer of crushed stone) are discussed. The use of these materials in frost blankets under bituminous bases is recommended. /TRRL/

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/issn/00392197
• Authors:
  • GERLACH, A
• Publication Date: 1969

Language

• German

Media Info

• Features: Photos;
• Pagination: p. 928-936
• Serial:
  • Strassen und Tiefhau
  • Volume: 23
  • Issue Number: 10
  • Publisher: Verlag fuer Publizataet
  • ISSN: 0039-2197

Subject/Index Terms

• TRT Terms: Bearing capacity; Bituminous bases; Crushed rock; Deformation; Frost protection; Gravel; Insulation blankets; Pavement base course; Thickness
• Old TRIS Terms: Bases
• Subject Areas: Geotechnology; Highways; Pavements;

Filing Info

• Accession Number: 00081734
• Record Type: Publication
• Source Agency: Transport and Road Research Laboratory (TRRL)
• Files: ITRD, TRIS
• Created Date: Apr 22 1975 12:00AM