The Winkler model and its application to soil

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The Winkler model and its application to soil

Author: Barden, Laing | Size: 260 KB | Format: PDF | Quality: Unspecified | Publisher: The Structural Engineer | Year: 1963 | pages: 2

Theoretical Investigation An approximate general solution1 has been presented for contact pressures of finite beams resting on idealized models of the soil. The foundation models treated include: (a) Winkler model of isolated springs; (b) homogeneous anisotropic half-space, isotropy being a special case © non-homogeneous half-space, compressibility decreasing with depth LAING BARDEN

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