Load-Settlement Analysis of Geosynthetic-Reinforced Soil with a Simplified Model
نویسندگان
چکیده
منابع مشابه
Simplified Procedure to Evaluate Earthquake-induced Residual Displacement of Geosynthetic Reinforced Soil Retaining Walls
Based on a series of shaking table model tests, it was found that the eŠects of 1) subsoil and backˆll deformation, 2) failure plane formation in backˆll, and 3) pullout resistance mobilized by the reinforcements on the seismic behaviors of the geosynthetic reinforced soil retaining walls (GRS walls) were signiˆcant. These eŠects cannot be taken into account in the conventional pseudo-static ba...
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ژورنال
عنوان ژورنال: Soils and Foundations
سال: 2003
ISSN: 0038-0806
DOI: 10.3208/sandf.43.3_33