THE WARMBATHS FREEWAY ACTIVE CLAY ROADBED EXPERIMENT: PERFORMANCE AFTER SIX YEARS

A full-scale road experiment on the Pretoria-Warmbaths freeway in South Africa employing four different countermeasures against damage due to the highly active clay roadbed is described. Sections employing (a) replacement of the clay to a depth of 1.0 M, (b) pre-heaving by pre-wetting the roadbed with rainfall on a permeable gravel irrigation layer, (c) pre-wetting and tar shoulder membranes, and (d) 0.5 M replacement, pre-wetting and membranes, have performed very well for six years except for some culvert heave on the second and third solutions and some shoulder heave on the fourth. A control section employing no special precautions but the ordinary fill of which was also exposed to rainfall pre-heaved rather less, but gave comparable performance for five years before showing significant cracking. The riding quality of all sections remains at a psi of 4.0 or more. It is tentatively concluded that pre-wetting with rainfall on a permeable sand or gravel irrigation layer and no membranes, but with additional precautions at culverts and the avoidance of ponding during construction, is the minimum that would have afforded a satisfactory performance to date. (Author/TRRL)

Media Info

  • Features: Figures; References; Tables;
  • Pagination: p. 278-285
  • Serial:
    • Issue Number: 84/3

Subject/Index Terms

Filing Info

  • Accession Number: 00389709
  • Record Type: Publication
  • Source Agency: ARRB
  • ISBN: 0-85825-219-8
  • Files: ITRD, TRIS, ATRI
  • Created Date: Mar 29 1985 12:00AM