## Abstract This paper examines the problem of the eccentric loading of a rigid circular discβshaped foundation embedded in bonded contact with an istropic elastic medium of infinite extent. The solution of this problem is achieved by using a Hankel integral transform technique which reduces the pr
β¦ LIBER β¦
An energy estimate of the flexural behaviour of a circular foundation embedded in an isotropic elastic medium
β Scribed by A. P. S. Selvadurai
- Publisher
- John Wiley and Sons
- Year
- 1979
- Tongue
- English
- Weight
- 410 KB
- Volume
- 3
- Category
- Article
- ISSN
- 0363-9061
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## Abstract We consider the problem of minimizing among functions __u__:β^__d__^βΞ©ββ^__d__^, __u__~β£βΞ©~=0, and measurable subsets __E__ of Ξ©. Here __f__~__h__~^+^, __f__^β^ denote quadratic potentials defined on Ω¯Γ{symmetric __d__Γ__d__ matrices}, __h__ is the minimum energy of __f__~__h__~^+^ an