DETERMINATION OF THE MECHANICAL STRENGTH CHARACTERISTICS OF CLAY SOILS FROM THE RESULTS OF STATIC PENETROMETER TESTS

OPREDELENIE PROCHNOSNYKH KHARAKTERISTIK GLINISTYKH GRUNTOV PO DANNYM STATICHESKOGO ZONDIROVANIYA

Results are presented of a study of the correlation between the cohesion and the angle of internal friction, measured on a shear box (202 tests in the laboratory), on the one hand, and on the other hand, the end bearing resistance obtained on site, less than 5 M from the borings used for taking samples for laboratory tests. (TRRL)

  • Corporate Authors:

    Consultants Bureau

    227 West 17th Street
    New York, NY  USA  10011
  • Authors:
    • Trofimenkov, YUG
    • Mariupolsky, L G
    • Pyarnpuu, Z K
  • Publication Date: 1977

Language

  • Russian

Media Info

Subject/Index Terms

Filing Info

  • Accession Number: 00309132
  • Record Type: Publication
  • Source Agency: Laboratoire Central des Ponts et Chausees (LCPC)
  • Files: ITRD, TRIS
  • Created Date: Jun 9 1980 12:00AM