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- W639448913 abstract "A method is described to predict the behavior of a steel-pipe pile in medium sand. This boundary value problem is solved by means of the finite element method treating soil as an elastoplastic material with a non-associated flow rule. This method involves the expansion of the nodal forces and nodal displacements in Fourier series. The theoretical results obtained are compared with the pile displacements obtained from a field test." @default.
- W639448913 created "2016-06-24" @default.
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- W639448913 date "1976-01-01" @default.
- W639448913 modified "2023-09-27" @default.
- W639448913 title "LATERALLY LOADED PIPE PILE IN COHESIONLESS SOIL" @default.
- W639448913 hasPublicationYear "1976" @default.
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