THE HUGUENOT TUNNEL - DU TOITSKLOOF

The 3.9 km long tunnel, carrying a road link through a mountain range in the western cape, was driven through granite apart from a fault zone following which some 700 M of sandstone and quartzitic sandstone was encountered. A wide range of concrete and other cementitious products such as shotcrete, Gunite, structural pavements, pipe linings and fibre cement products were used. The pavement was constructed in concrete because of its long life and good light reflecting properties. A small pilot tunnel was driven along the line of one of the twin bores. Saturated talus or scree products on the lower slopes meant that the western portal was excavated using ground freezing. More than 40 steel arches, as well as invert concrete arches were installed in the fault area in addition to rockbolts and mesh reinforced shotcrete. The approach fill to the western portal is retained by one of the longest reinforced earth wall constructions in the country.

  • Availability:
  • Corporate Authors:

    Publications Division, Capricorn Communications

    PO Box 1111
    Halfway House,   South Africa 

    Publicaitons Division, Capricorn Communications

    PO Box 1111
    Halfway House,   South Africa 
  • Authors:
    • -
  • Publication Date: 1989-6

Language

  • English

Media Info

  • Pagination: p. 13-6
  • Serial:
    • CONCRETE BETON
    • Publisher: Concrete Society of Southern Africa
    • ISSN: 0379-9824

Subject/Index Terms

Filing Info

  • Accession Number: 00498127
  • Record Type: Publication
  • Source Agency: Transport and Road Research Laboratory (TRRL)
  • Files: ITRD, TRIS
  • Created Date: Sep 30 1990 12:00AM