THEORY OF THE USE OF LOW-STRENGTH GRANULATED MATERIALS IN THE CONSTRUCTION OF LOW-VOLUME ROADS IN THE USSR

An original theoretical model for packing particles that are not uniform in either size or shape is presented in this paper. A solution was obtained for the packing density and contact strength in multi-component mediums, and nomograms were constructed from the theoretical solutions. A method was developed for theoretically determining the density of soils and granulated materials. A practical method for determining the type of roller to be used for packing is also proposed. The use of the theoretical solutions that were obtained has allowed local low-strength materials to be widely used in the construction of local roads in the USSR, which substantially reduces the cost of road construction.

Media Info

  • Media Type: Print
  • Features: Figures; References; Tables;
  • Pagination: pp 115-122
  • Monograph Title: FOURTH INTERNATIONAL CONFERENCE ON LOW-VOLUME ROADS. VOLUME 2
  • Serial:

Subject/Index Terms

Filing Info

  • Accession Number: 00473104
  • Record Type: Publication
  • ISBN: 0309044545
  • Files: TRIS, TRB
  • Created Date: Sep 30 1987 12:00AM