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Axial response analysis of piles in vertically and horizontally non-homogeneous soils

โœ Scribed by C.Y. Lee; H.G. Poulos

Publisher
Elsevier Science
Year
1990
Tongue
English
Weight
561 KB
Volume
9
Category
Article
ISSN
0266-352X

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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