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|Title:||Simplified approach for pile and foundation interaction analysis||Authors:||Keming Sun
|Issue Date:||1993||Citation:||Keming Sun, Pires, J.A. (1993). Simplified approach for pile and foundation interaction analysis. Journal of Geotechnical Engineering - ASCE 119 (9) : 1462-1479. ScholarBank@NUS Repository.||Abstract:||A simple approach is described for the analysis of soil-pile interactions under static and dynamic lateral loadings. The method uses variational calculus to obtain the governing differential equations of motion for the soil-pile system under a harmonic concentrated load at the pile head with intensity P0 and frequency ω. The pile is treated as a shear beam and the soil is assumed to be a linear elastic material. -from Authors||Source Title:||Journal of Geotechnical Engineering - ASCE||URI:||http://scholarbank.nus.edu.sg/handle/10635/134188|
|Appears in Collections:||Staff Publications|
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