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PERFORMANCE TEST FOR GEOSYNTHETIC-REINFORCED SOIL INCLUDING EFFECTS OF PRELOADING (2001)
A study was undertaken to investigate the behavior of Geosynthetic Reinforced Soil (GRS) masses under various loading conditions and to develop a simplified analytical model for predicting deformation characteristics of a generic GRS mass. Significant emphasis was placed on the effect of preloading.
Reference:
Federal Highway Administration, FHWA-RD-01-018, 2001
Federal Highway Administration, FHWA-RD-01-018, 2001
Organization:
University of Colorado at Denver, USA
USA
University of Colorado at Denver, USA
USA
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