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Field monitoring on piled raft foundation subjected to unsymmetrical earth pressure

This paper offers a case history of a seven-story building with three basement floors, subjected to unsymmetrical earth pressure. To reduce excessive settlements due to clay layers below the raft, and to reduce excessive shear force acting on piles due to lateral load from earth pressure, a piled raft foundation was employed. | Field monitoring on piled raft foundation subjected to unsymmetrical earth pressure