طراحی لرزه ای و عملکرد سازه های خاکی تقویت شده با ژئوسنتتیک ...

Seismic design procedures are proposed forgeosynthetic-reinforced soil structures. The procedures are based on a pseudo-static limitequilibrium analysis, which considers horizontalacceleration and incorporates a permanent displacement limit. Internal and external stabilityanalyses are conducted to determine the required strength and length of geosynthetic ,considering different modes of failure . Parametric studies illustrate the effects of seismicacceleration on the design of reinforced soilstr ...