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- W2005342002 abstract "A finite element study for the specific purpose of investigating an analytical model derived from streamline theory is presented. The developed finite element program uses a viscoplastic algorithm and focuses on a layer of the soil-pile system under both plane strain and plane stress conditions. Thin layer joint elements were used to characterize the soil-pile interface. Typical results obtained by finite element analysis are presented and compared with those acquired via the analytical model. The results are promising and call attention to the assessment of interface adfreeze and friction components in future research." @default.
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- W2005342002 title "FEM simulation of interface problem for laterally loaded piles in permafrost" @default.
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- W2005342002 doi "https://doi.org/10.1016/0165-232x(94)00008-l" @default.
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