THE ROLE OF EFFECTIVE STRESS SPEED IN CONSOLIDATION ANALYSIS

Rheological relations obtained by differentiating the equation of time lines in the log coordinate system were obtained. Comparisons were made of the numerical computation of isochrones, pore-pressure versus time, and void-ratio versus time, with or without considering the effective stress rate in the rheological relation. The influence of the effective stress on the consolidation process has been proved to be negligibly small. /TRRL/

• Corporate Authors:

  Institut za Geodezijo

  Jamowa 2
  Ljubljana, Slovenia,   Yugoslavia 
• Authors:
  • Suklje, L
  • Kovacic, I
• Publication Date: 1974

Language

• Slovenian

Media Info

• Features: Figures; References; Tables;
• Pagination: p. 221-231
• Serial:
  • Acta Geotechnica
  • Volume: 51-5
  • Issue Number: 52
  • Publisher: Institut za Geodezijo

Subject/Index Terms

• TRT Terms: Calculation; Consolidations; Pore pressure; Pore water pressures; Rheology; Secondary consolidation; Soil mechanics; Stresses; Time; Void ratios
• Uncontrolled Terms: Computation
• Old TRIS Terms: Isochrome
• ITRD Terms: 5791: Consolidation (soil); 5762: Pore water pressure; 5442: Rheology; 5790: Secondary consolidation; 5755: Soil mechanics; 5414: Time
• Subject Areas: Geotechnology; Highways; I43: Rock Mechanics;

Filing Info

• Accession Number: 00152829
• Record Type: Publication
• Source Agency: Transport and Road Research Laboratory (TRRL)
• Files: ITRD, TRIS
• Created Date: Jul 2 1977 12:00AM