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Using backfill soils with cohesive fine contents to build geosynthetic-reinforced soil (GRS) retaining walls for permanent purposes has attracted considerable attention in recent years.Such back fills are considered to be marginal since they contain cohesive fines that have a plasticity index (PI)>6 and mayor may not exceed 15%.If justified, this ...
ادامه نوشته »Simulation geosynthetic-reinforced soil retaining wall besides heap soil in Abaqus
