This communication describes an approximate method for generalizing homogeneous, linearly elastic, subgrade type solutions of axial pile response to account for soil creep behaviour. The method is very simple to apply and can be used in conjunction with either analytical or numerical elastic solutio
β¦ LIBER β¦
Time-dependent response of semibrittle ceramics
β Scribed by Aleksandar Stojimirovic; Dusan Krajcinovic
- Publisher
- Elsevier Science
- Year
- 1990
- Tongue
- English
- Weight
- 573 KB
- Volume
- 10
- Category
- Article
- ISSN
- 0167-6636
No coin nor oath required. For personal study only.
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