STABILITY COMPUTATION PROCEDURES FOR EARTH SLOPES CONTAINING INTERNAL REINFORCEMENT. INTERIM REPORT

This report presents the fundamental limit equilibrium slope stability equations required to compute the stability of earth slopes containing synthetic reinforcement ("geogrids"). The limit equilibrium equations were incorporated into a computer program, UTEXAS2, which was then used to perform a number of calculations for verification. Results of the calculations were compared with other published solutions and with the results of other limit equilibrium slope stability computations based on several simplified approximations. An important consideration in the design of reinforced slopes is the magnitude of the force which can be developed in the reinforcement. A series of finite element calculations were performed to estimate potential elongation strain in reinforcement. The finite element computations simulated the expansion of soil in a compacted earth slope and were used to estimate probable strain in reinforcement.

  • Supplemental Notes:
    • Research study title: Repair of Slides in Earth Slopes.
  • Corporate Authors:

    University of Texas, Austin

    Center for Transportation Research, 3208 Red River Street
    Austin, TX  United States  78705

    Texas State Department of Highways & Public Transportation

    Transportation Planning Division, P.O. Box 5051
    Austin, TX  United States  78763

    Federal Highway Administration

    1200 New Jersey Avenue, SE
    Washington, DC  United States  20590
  • Authors:
    • Wright, S G
    • Cuenca, F
  • Publication Date: 1986-11

Media Info

  • Features: Figures; References; Tables;
  • Pagination: 100 p.

Subject/Index Terms

Filing Info

  • Accession Number: 00473173
  • Record Type: Publication
  • Report/Paper Numbers: FHWA/TX-87/45+435-1, Res Rept 435-1, CTR 3-8-85-435-1
  • Contract Numbers: Study 3-8-85-435
  • Files: TRIS, USDOT, STATEDOT
  • Created Date: Sep 30 1987 12:00AM