AN EXPERIMENTAL COMPARISON OF THE FILTRATION CHARACTERISTICS OF CONSTRUCTION FABRICS UNDER DYNAMIC LOADING

The article describes laboratory tests carried out to assess the filtration characteristics of various fabrics when placed between a granular sub-base and a cohesive soil. An apparatus similar to that used by Snaith and Bell was used to test Terram 1000, Fibretex f2-b, G100 and Lotrak 45/45, all of which, except Lotrak 45/45, were non-woven. A loading period of 24 h was used for four types of cohesive soil in the first series of tests. Type 1 soil only was used in the second series with separate loading periods ranging from 12 h to 96 h. Results show that repeated loading without a fabric resulted in considerable migration of the subgrade into the sub-base. Introducing a fabric reduces the movement of the subgrade particles, the degree of reduction depending upon the properties of the fabric. The presence of a sand layer beneath the fabric assists in the formation of a filter. There was some evidence that the period of repetitive loading is more significant in subgrade migration than the number of load repetitions. (TRRL)

Media Info

  • Features: Figures; References; Tables;
  • Pagination: p. 392-396
  • Serial:
    • GEOTECHNIQUE
    • Volume: 32
    • Issue Number: 4
    • Publisher: Thomas Telford Limited
    • ISSN: 0016-8505

Subject/Index Terms

Filing Info

  • Accession Number: 00372566
  • Record Type: Publication
  • Source Agency: Transport Research Laboratory
  • Files: ITRD, TRIS
  • Created Date: May 31 1983 12:00AM