## 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¦
Stability of rigid solids embedded in an elastic medium
β Scribed by J. D. Weber; A. Molinari
- Publisher
- Springer
- Year
- 1972
- Tongue
- English
- Weight
- 305 KB
- Volume
- 48
- Category
- Article
- ISSN
- 0003-9527
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