THE USE OF THE CONCEPT OF PAVEMENT BEARING CAPACITY IN AUSTRALIA. A REVIEW OF RESEARCH AND PRACTICE

A very brief review of Australian practice and research in the use of surface deflection under a rolling wheel load as a measure of bearing capacity is given. The research defining pavement cross section, moisture and temperature effects is introduced with mention of laboratory material property studies leading to evaluation of stress/strain and deflection as predicted by elastic multi-layer theory. The current approach to overlay design is stated with evidence from "before and after" studies. Investigation of vibration test methods and use of deflection for assessing load equivalency of specialised vehicles is described. Overseas technology assessed at ARRB includes dynaflect and Lacroix deflectograph. Examples of site specific studies are given with a broad description of system wide applications. Roughness is used in Australia as a measure of serviceability and prediction of life which is related to age rather than traffic. It is concluded that bearing capacity is not uniquely and simply predicted by surface deflection it is affected by pavement cross section, material properties, construction standard and climate. Simple elastic theory is adequate for predicting maximum deflection but the relation between deflection, pavement life, load magnitude and loading rate is still uncertain. It is suggested broad international agreement be sought on common testing and reporting procedures for pavement surface deflection testing under rolling wheel loads. (a) (TRRL)

Language

  • English

Media Info

  • Features: Figures; References; Tables;
  • Pagination: p. 1-11

Subject/Index Terms

Filing Info

  • Accession Number: 00373176
  • Record Type: Publication
  • Source Agency: Transport and Road Research Laboratory (TRRL)
  • ISBN: 82-519-0480-3
  • Files: ITRD, TRIS, ATRI
  • Created Date: Jun 30 1983 12:00AM