WET SAND II

NAT ZAND II

IN THIS SECOND ARTICLE FACTORS THAT PLAY A PART IN JUDGING THE SUITABILITY OF BORROW PITS OF SAND FOR HYDRAULIC FILLING PURPOSES ARE DISCUSSED. THE RIJKSWATERSTAAT SPECIFICATIONS FOR FILL AND SUB-BASE SAND ARE QUOTED AND COMMENTED ON TECHNIQUES OF HYDRAULIC FILLING IN ROAD CONSTRUCTION ARE DESCRIBED AND THE BEARING CAPACITY OF HYDRAULIC FILLS, PARTICULARLY THOSE COMPOSED OF SILTY SAND, ARE DISCUSSED IN DETAIL.

• Corporate Authors:

  Stam Tijdschriften BV

  P.O. Box 375, Carnegieplein 5
  The Hague,   Netherlands 
• Authors:
  • Nieuwenhuis, J D
  • Andreae, JFR
• Publication Date: 1974-6-26

Language

• Dutch

Media Info

• Features: Figures; Photos; References;
• Pagination: p. 409-415
• Serial:
  • Polytech Tijdschrift-Bouwkund Wegen-En Waterbouw
  • Volume: 29
  • Issue Number: 13
  • Publisher: Stam Tijdschriften BV

Subject/Index Terms

• TRT Terms: Bearing capacity; California bearing ratio; Compaction; Construction management; Earthwork; Embankments; Excavation; Fills; Fine materials; Grain size; Hydraulic fills; Pavement base course; Pavement subgrade; Permeability; Sand; Silts; Specifications
• Uncontrolled Terms: Particle size distribution
• Old TRIS Terms: Excavation /borrow specification/; Fine (Material)
• ITRD Terms: 3085: Bearing capacity; 3087: California bearing ratio; 5904: Compaction (state of); 3666: Construction method; 3653: Earthworks; 2801: Embankment; 9023: Fine (mater); 6200: Particle size distribution; 5921: Permeability; 2961: Roadbase; 4105: Sand; 4149: Silt; 177: Specifications; 2950: Subgrade
• Subject Areas: Construction; Geotechnology; Highways; I51: Earthworks and Soil Drainage;

Filing Info

• Accession Number: 00083690
• Record Type: Publication
• Source Agency: Transport and Road Research Laboratory (TRRL)
• Files: ITRD, TRIS
• Created Date: Apr 8 1975 12:00AM