Laboratory characterisation of cementitiously stabilised pavement materials

Insitu cementitious stabilisation is an economical, environmentally sustainable and socially advantageous means of rehabilitating pavements. With the recent availability of a wide range of binders and advanced construction equipment, the characterisation of cementitiously stabilised pavement materials has become the focus of further advancement of this technology. Australian practice has moved towards the use of indirect diametric tensile (IDT) methods for the characterisation of these materials. A draft protocol for the IDT test has been prepared and specifies samples to be compacted by gyratory compactor. This procedure provides for both monotonic and repeated load testing, which aims to measure the material's strength, modulus and fatigue life. A range of host materials, including a new crushed rock and a reclaimed existing pavement base course, were assessed when stabilised with a general purpose cement binder as well as with a slag-lime blended binder. Materials were assessed for their inherent material properties, unconfined compression strength (UCS), unconfined compression modulus, IDT strength and modulus under both monotonic and repeated load. A number of amendments and refinements to the testing protocol were recommended. (a) A thesis submitted for the award of Master of Engineering

  • Corporate Authors:

    University of New South Wales

    School of Aerospace, Civil and Mechanical Engineering
    Australian Defence Force Academy
    Canberra, New South Wales  Australia  2600
  • Authors:
    • White, G
  • Publication Date: 2006-8

Language

  • English

Media Info

  • Pagination: 158P + APPENDICES

Subject/Index Terms

Filing Info

  • Accession Number: 01081622
  • Record Type: Publication
  • Source Agency: ARRB
  • Files: ITRD, ATRI
  • Created Date: Nov 29 2007 12:50PM