Abstract:This paper presents results from a series of 1g shaking table tests on seismic deformation behaviour of segmental geogrid reinforced soil walls using multiple reinforcement stiffness along the wall. The reinforcement stiffness arrangement along the wall height was uniform, alternating and grouped schemes. During the experimental program, digital image analysis technique was employed to capture the failure mechanism and distribution of shear strains in the backfill. It was found that the facing wall deformation… Show more
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