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Lateral Deformations of a Pile Group due to Soft Soil Consolidation

Lateral Deformations of a Pile Group due to Soft Soil Consolidation

ABSTRACT During recent construction of an overpass bridge on soft ground, piled ground improvements were used to reduce the settlement of the bridge abutments and approach embankments. The piles were installed prior to construction of the approach embankments, under which significant consolidation settlement would occur…