MODULUS FOR REMOULDED UNDISTURB AND SOILS IN THE RANGE OF 10 (UPPER CASE) -5 TO 10 (UPPER CASE) -1, USED FOR RAIL TRACK AND PAVEMENTS FOUNDATIONS

LES MODULES DE 10 (UPPER CASE) -5 A 10 (UPPER CASE) -1 POUR LES SOLS REMANIES ET NON REMANIES, POUR LES FONDATIONS DES VOIES FERREES ET ROUTES

The design of railroads and pavements needs constitutive laws of remoulded and soils that have not been disturbed, which may be compared with those of grains with and without glue. The comparison of more than one hundred triaxial test results has been conducted. This paper presents an increase of corbes, of modulus and of maximum strentgth for soils that have not been disturbed.

• 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:
  • Biarez, J
  • Bougriou, Z
  • Fayad, T
  • Hammoud, I
  • Liu, Huitao
• 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

• French

Media Info

• Features: Figures; References;
• Pagination: p. 1737-42

Subject/Index Terms

• TRT Terms: Foundation engineering; Geotechnical engineering; Pavement design; Railroad tracks; Road construction; Soil mechanics; Soil stabilization
• Subject Areas: Design; Geotechnology; Highways; Pavements; Railroads;

Filing Info

• Accession Number: 00782134
• Record Type: Publication
• ISBN: 9058090477
• Report/Paper Numbers: Volume 3
• Files: TRIS
• Created Date: Jan 11 2000 12:00AM