Behavior and Design of Back-to-Back Walls Considering Compaction and Surcharge Loads
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DOI: 10.1007/s40891-019-0180-z
Abstract: Back-to-back geosynthetic-reinforced retaining walls are commonly used as approach embankments for bridges and flyovers. Compaction and surcharge loads should be incorporated in the model to understand the realistic behavior of mechanically stabilized earth (MSE) retaining… read more here.
Keywords: surcharge loads; compaction surcharge; back walls; back back ... See more keywords