PAVEMENT DESIGN THEORY

PAPERS PRESENTED AT THIS SESSION ON THE DEVELOPMENT OF PAVEMENT DESIGN PROCEDURES WERE AS FOLLOWS: THE INTERPRETATION OF THE MEASUREMENTS OF SURFACE DEFLECTIONS AND WAVE VELOCITIES IN THE STUDY OF HIGHWAY PAVEMENTS, W. H. COGILL. A THEORETICAL COMPARISON OF THE EFFECTS OF DUAL TANDEM AND DUAL WHEEL ASSEMBLIES ON PAVEMENTS, C. M. GERRARD AND W. J. HARRISON. THE PROPAGATION OF SH-WAVES IN IDEALIZED LAYERED PAVEMENTS, M. KURZEME. FIELD OBSERVATIONS OF SH-WAVES IN LAYERED PAVEMENTS, M. KURZEME. /TRRL/

• Record URL:
  http://arrbknowledge.com
• Supplemental Notes:
  • PART 4
• Corporate Authors:

  ARRB

  Melbourne, Victoria  Australia 
• Conference:
  • Australian Road Research Board Conference Proc
• Publication Date: 1970

Language

• English

Media Info

• Features: Figures; Photos; References; Tables;
• Pagination: p. 87-177
• Serial:
  • Volume: 5
  • Issue Number: Pt4

Subject/Index Terms

• TRT Terms: Axles; Deflection; Pavement design; Pavements; Tandem axle loads; Wave motion
• Old TRIS Terms: Highway pavement; Layered system mechanics; Pavement deflection; Tandem axles; Wave action
• Subject Areas: Highways; Pavements;

Filing Info

• Accession Number: 00205654
• Record Type: Publication
• Source Agency: Transport and Road Research Laboratory (TRRL)
• Files: TRIS
• Created Date: Jul 24 1972 12:00AM