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The geogrid reinforcement in the backfill prevents the formation of shear zones behind the abutment. As a result, it can be seen that for the geogrid-reinforced backfill with a trivial settlement, the maximum pressure occurs at the normalized depth of 0.3 (z/H = 0.3). The lower lateral ...
In Pacific Coasts and Ports’ 97, Proceedings of the 13th Australasian Coastal and Ocean Engineering Conference and the 6th Australasian Port and Harbour Conference, Christchurch, New Zealand, 7–11 September 1997; Centre for Advanced Engineering, University of Canterbury: Christchurch, New Zealand, ...