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  United States  10011
• Authors:
  • Trofimenkov, YUG
  • Mariupolsky, L G
  • Pyarnpuu, Z K
• Publication Date: 1977

Language

• Russian

Media Info

• Features: Figures; References; Tables;
• Pagination: p. 11-12
• Serial:
  • Soil Mechanics & Foundation Engineering
  • Issue Number: 6
  • Publisher: N/A

Subject/Index Terms

• TRT Terms: Clay; Clay soils; Coefficient of internal friction; Cohesion; Cone penetrometers; Correlation analysis; End bearing piles; Mechanical properties; Pendulum tests; Penetrometers; Soil mechanics; Soils; Static tests; Statics; Statistics; Strength of materials; Tests
• Uncontrolled Terms: End bearing; Shear box
• Old TRIS Terms: Resistance
• ITRD Terms: 4177: Clay; 5775: Coefficient of internal friction; 5903: Cohesion; 6178: Cone penetrometer; 6527: Correlation (math, stat); 6285: Penetration; 6230: Shear box; 4156: Soil; 5755: Soil mechanics; 5433: Statics; 6555: Statistics; 6255: Test
• Subject Areas: Data and Information Technology; Geotechnology; Highways;

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