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- W607529962 abstract "The article analyzes the behaviour of a pile subjected to lateral loading using the non linear finite element method. In the statistical analysis of a laterally loaded pile, it is possible to include non-ideal soil and pile properties. The soil is approximated to a system with continuously distributed springs identified by a set of p-y curves. The reinforced concrete pile is represented by the fe beam which has non linear flexural characteristics. For the purpose of computerized calculation of the non linear fe equations, the method of arc-length is used. (TRRL)" @default.
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- W607529962 date "1987-01-01" @default.
- W607529962 modified "2023-09-27" @default.
- W607529962 title "NON LINEAR ANALYSIS OF TRANSVERSALLY LOADED REINFORCED CONCRETE PILE" @default.
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