ONE-DIMENSIONAL CONSOLIDATION OF SOILS TAKING CREEP INTO ACCOUNT

The author studies one-dimensional consolidation taking into account the time related deformations of the mineral skeleton of the soil. In order to determine the influence of creep on consolidation, tests were conducted on samples consisting of a mixture of clay and silt. Based on the results of these tests, a theoretical interpretation of consolidation is given for two cases: consolidation under constant load and at a constant loading rate. (TRRL)

• Corporate Authors:

  Panstowowe Wydawnictwo Naukowe

  Miodowa 10 Naukowe, U1
  Warsaw,   Poland 

  Panstowowe Wydawnictwo Naukowe

  Miodowa 10 Naukowe, U1
  Warsaw,   Poland 
• Authors:
  • Vudovich, B
• Publication Date: 1977

Media Info

• Features: Figures; References; Tables;
• Pagination: p. 189-203
• Serial:
  • Archiwum Hydrotechniki
  • Volume: 23
  • Issue Number: 2

Subject/Index Terms

• TRT Terms: Clay; Consolidation; Creep; Deformation; Loads; Mathematical models; Minerals; Silts; Soil mechanics; Soil stabilization; Soils; Time
• Uncontrolled Terms: Loading rate; Soil deformation
• Old TRIS Terms: One dimensional consolidation
• ITRD Terms: 4177: Clay; 5791: Consolidation (soil); 4732: Creep (mater); 6473: Mathematical model; 4149: Silt; 5755: Soil mechanics
• Subject Areas: Geotechnology; Highways;

Filing Info

• Accession Number: 00309258
• Record Type: Publication
• Source Agency: Laboratoire Central des Ponts et Chausees (LCPC)
• Files: ITRD, TRIS
• Created Date: Jun 26 1980 12:00AM