REINFORCEMENT AT ASPHALT-GRANULAR BASE INTERFACE

Application of reinforcement in road pavement structures can extend pavement life or reduce thickness of paving materials. To quantify the effect of reinforcement at the asphalt-granular base interface, a test program was initiated to evaluate the metallic reinforcing material mesh track s. One of the objectives of the test program was to investigate the beneficial effect of reinforcement on the critical asphalt strains and surface rut depth.(a)

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/issn/02661144
• Corporate Authors:

  Elsevier Science Publishers

  Crown House, Linton Road
  Barking, Essex IG11 8JU,   England 
• Authors:
  • VAN GURP, CAPM
  • VAN HULST, RLM
• Publication Date: 1989

Language

• English

Media Info

• Pagination: p. 269-274
• Serial:
  • Geotextiles and Geomembranes
  • Volume: 8
  • Issue Number: 3
  • Publisher: Elsevier
  • ISSN: 0266-1144

Subject/Index Terms

• TRT Terms: Base course (Pavements); Bituminous mixtures; Deformation; Flexible pavements; Material reinforcement; Pavement design; Reinforcing materials; Rutting
• ITRD Terms: 4967: Bituminous mixture; 5595: Deformation; 2944: Flexible pavement; 3055: Pavement design; 3471: Reinforcement (in mater); 2961: Roadbase; 3081: Rutting (wheel)
• Subject Areas: Highways; Pavements;

Filing Info

• Accession Number: 00498673
• Record Type: Publication
• Source Agency: Transport and Road Research Laboratory (TRRL)
• Files: ITRD, TRIS
• Created Date: Sep 30 1990 12:00AM