THE RELATIONSHIP OF THE CONSOLIDATION DEGREE AND THE COMPRESSIBILITY COEFFICIENT IN COHESIVE SOILS IN ROAD CONSTRUCTION

THE QUALITY ASSESSMENT OF THE FOUNDATIONS FOR GROUND CONSTRUCTION PRESENTS CERTAIN DIFFICULTIES. THE COMPACTION ACHIEVED IS DETERMINED ACCORDING TO TWO METHODS' DEGREE OF CONSOLIDATION ACCORDING TO THE PROCTOR METHOD AND LOAD- BEARING CAPACITY ACCORDING TO THE SWISS AND GERMAN SLAB PRESSURE TEST. /RRL/FG/

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/issn/00172774
• Supplemental Notes:
  • Vol 15, No 1, PP 8-12, 4 FIG
• Authors:
  • Joksic, Z
• Publication Date: 0

Media Info

• Serial:
  • Gradbeni Vestnik
  • Publisher: Zveza Drustev Gradbenih Inzenirjev In Tehnikov
  • ISSN: 0017-2774

Subject/Index Terms

• TRT Terms: Bearing tests; Coefficients; Cohesive soils; Compressibility; Consolidations; Foundations; Pressure; Road construction; Slabs; Soil compaction test; Testing
• Uncontrolled Terms: Proctor compaction test
• Subject Areas: Geotechnology; Highways;

Filing Info

• Accession Number: 00230908
• Record Type: Publication
• Source Agency: Road Research Laboratory /UK
• Files: TRIS
• Created Date: Aug 15 2004 1:52AM