FACTORS INFLUENCING THE MECHANICAL PROPERTIES OF DEEP-STABILIZED SOIL

FAKTORER SOM INVERKAR PAA DJUPSTABILISERADE JORDARS MEKANISKA EGENSKAPER

The investigation showed that the sulphur content of the soil affect the shear resistance of lime-stabilized soil and that the deformation of lime columns to 50 per cent depends on the loss of air. This air was absorbed during the manufacturing process. It was also observed that the pozzolana reaction was faster and stronger in situ than in the laboratory. The better and faster increase in shear strength in situ depends on the higher temperature. (TRRL)

• Supplemental Notes:
  • Papers from NGM84, Nordic Geotechnical Congress, Linkoeping, Sweden, June 1-3, 1984.
• Corporate Authors:

  Swedish Geotechnical Institute

  Fack
  S-581 01 Linkoping 1,   Sweden 
• Authors:
  • KUJALA, K
• Publication Date: 1984

Language

• Swedish

Media Info

• Features: Figures; References;
• Pagination: p. 895-902
• Serial:
  • Publication of: Pittsburgh University, Pittsburgh
  • Publisher: Pittsburgh University, Pittsburgh

Subject/Index Terms

• TRT Terms: Calcium oxide; Conferences; Deformation; Depth; Field tests; Laboratories; Liming of soils; Mechanical properties; Pozzolan; Properties of materials; Shear strength; Soil stabilization; Strength of materials; Sulfur; Support piles
• Uncontrolled Terms: Column (Pile); Content
• Geographic Terms: Finland
• ITRD Terms: 8525: Conference; 5595: Deformation; 6499: Depth; 8035: Finland; 6226: In situ; 6237: Laboratory (not an organization); 4574: Lime; 3399: Pile; 4185: Pozzolan; 5925: Properties; 5531: Shear; 3689: Soil stabilization; 5544: Strength (mater); 7109: Sulphur
• Subject Areas: Geotechnology; Highways; Materials;

Filing Info

• Accession Number: 00394289
• Record Type: Publication
• Source Agency: Swedish National Road and Transport Research Institute (VTI)
• Files: ITRD, TRIS
• Created Date: Jul 31 1985 12:00AM