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A Note on the Problem of a Pile Reinforced Half Space

Géotechnique, 1970
R. Butterfield, P. K. Bannerjee
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EFFECT OF SPACING OF PILES IN PILE-RAFT FOUNDATION ON SEISMIC RESPONSE OF BUILDING CONSIDERING SSI

Pile foundations transfer the structural loads through soil with low bearing capacity & stiffness to deeper soil or rock strata with higher bearing capacity & stiffness. The addition of piles to a raft increases the effective size of a foundation and can help to resist lateral loads more efficiently.
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Stiffness and damping of closely spaced pile groups

International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 1993
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