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- W657457619 abstract "Based on the finite element analysis of creep behavior of cohesive back-filled geosynthetic-reinforced soil retaining walls, the influences of the creep of back-filled soils on retaining wall were discussed and the creep interaction mechanism between back-filled soils and reinforcement material were investigated. It is found that when the creep rate of back-filled soils is larger than that of reinforcement material, the tension in the reinforcement material will increase continuously rather than relax after the wall is constructed. The lateral displacement of the wall, the stress and tension in the reinforcement material increase as the creep rate of the back-filled soil increases; the effect is more remarkable with the increase of creep time. However, current design methods do not properly take into account the adverse effects of backfilled soil creep which may be unsafe." @default.
- W657457619 created "2016-06-24" @default.
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- W657457619 date "2008-03-01" @default.
- W657457619 modified "2023-09-23" @default.
- W657457619 title "Influences of Creep of Cohesive Back-filled Soils on Response of Geosynthetic-reinforced Soil Retaining Walls" @default.
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