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LIMIT EQUILIBRIUM AS BASIS FOR DESIGN OF GEOSYNTHETIC REINFORCED SLOPES (1998)
Limit equilibrium methods are evaluated with respect to their ability to predict failure of geosynthetic reinforced slope models tested in a geotechnical centrifuge. The variables considered in the centrifuge program were the reinforcement spacing, reinforcement tensile strength and soil shear strength.
Reference:
Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 124, No. 8, 1998
Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 124, No. 8, 1998
Organization:
University of Colorado at Boulder, USA
USA
University of Colorado at Boulder, USA
USA
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