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The Melan and Mindlin Problems

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Elasticity for Geotechnicians

Part of the book series: Solid Mechanics and Its Applications ((SMIA,volume 204))

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Abstract

This chapter is devoted to solve the equilibrium problem of a linearly elastic isotropic half-space, subject to a load concentrated at an interior point. The two-dimensional version is named after Ernst Melan (1890–1963), who solved it in 1932; the three-dimensional version was studied and solved in 1936 by Raymond D. Mindlin (1906–1987), who returned to it some years later. We concentrate of the case of paramount interest in geomechanics, when the load is directed orthogonally to the boundary plane.

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Notes

  1. 1.

    We are indebted to Professor G. Tarantello for many useful conversations on the matters; our techniques are akin to those used in [4] and [6].

References

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  5. Bowles JE (1996) Foundation Analysis and Design. Mcgraw-Hill, New York

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  6. Storåkers B (1985) A note on superposition in Mindlin’s problem. J Appl Math Pys 36:927–932

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  7. Evans LC (2010) Partial Differential Equations. American Mathematical Society, Providence

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Correspondence to P. Podio-Guidugli .

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Podio-Guidugli, P., Favata, A. (2014). The Melan and Mindlin Problems. In: Elasticity for Geotechnicians. Solid Mechanics and Its Applications, vol 204. Springer, Cham. https://doi.org/10.1007/978-3-319-01258-2_7

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  • DOI: https://doi.org/10.1007/978-3-319-01258-2_7

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  • Publisher Name: Springer, Cham

  • Print ISBN: 978-3-319-01257-5

  • Online ISBN: 978-3-319-01258-2

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