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Showing 1 to 1 of 1 for “"backfill inundation"”.
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Development of an extended hyperbolic model for concrete-to-soil interfaces
Placement and compaction of the backfill behind an earth retaining wall may induce a vertical shear force at the soil-to-wall interface. This vertical shear force, or downdrag, is beneficial for the stability of the structure. A significant reduction in construction costs may result if the downdrag …