Parametric Studies on the Behaviour of Reinforced Soil Retaining
Parametric Studies on the Behaviour of Reinforced Soil Retaining
Parametric Studies on the Behaviour of Reinforced Soil Retaining
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Figure 3.1: Plaxis Input Model<br />
Model-1<br />
Figure 3.2: <strong>Reinforced</strong> Earth <strong>Retaining</strong> Wall with Loose Sand used as a Backfill Material<br />
Model-2<br />
Road surcharge (