ASSURANCE OF STABILITY OF HIGHWAY CUTTING

The deep cutting began to move after a period followed by intensive summer rains. The paper deals with suitable improvement arrangements. Owing to variable boundary conditions, the following was performed: an adjusted slope gradient with reinforced and drainage ribs, an anchored micropiles wall and an anchored diaphragm wall. Also shown will be the effect of range of changes in the qualities of the soils and geometric arrangement upon the static design of the supporting structures in detail.

Language

  • English

Media Info

  • Features: Figures; References; Tables;
  • Pagination: p. 199-204

Subject/Index Terms

Filing Info

  • Accession Number: 00778742
  • Record Type: Publication
  • ISBN: 9058090477
  • Report/Paper Numbers: Volume 1
  • Files: TRIS
  • Created Date: Nov 24 1999 12:00AM