Dynamic analysis of piles and pile group
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R. Senm; E. Kausel; P. K. Banerjee
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Article
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1985
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John Wiley and Sons
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English
⚖ 883 KB
A hybrid boundary element formulation for the steady state analysis of piles and pile groups embedded in a soil stratum in which the modulus increases linearly with depth is presented. The piles are represented by compressible columns or flexible beams and the soil as a hysteretic, layered medium. T