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Behaviour of rigid piles in layerd soils under eccentric and inclined loads



Behaviour of rigid piles in layerd soils under eccentric and inclined loads



Canadian Geotechnical Journal = Revue Canadienne de Geotechnique 23(4): 451-457



The lateral soil pressures, ultimate bearing capacity, and displacements of instrumented vertical single rigid model piles in a layered system consisting of soft clay overlying loose sand and subjected to vertical eccentric and central inclined loads have been investigated. Theoretical estimates of pile capacity in homogeneous soils under pure moment and under horizontal load have been extended to piles in a layered system.--Modified journal abstract.

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Accession: 018345736

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