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Shaking Table Studies On Reinforced Soil Retaining Walls

Abstractaiming to inadequate studies on multistage reinforced soil-retaining wall, the earthquake performance of two-stage geogrid reinforced soil-retaining wall was investigated by large-scale shaking table testse geometric similarity ratios of two-stage geogrid reinforced soil-retaining wall were deduced by bockingham theoremhe standard soil was taken as the backfill.

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