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Generalized Taylor formula and shell structures for the analysis of the interaction between geosythetics and engineering structures of transportation lines
Abstract
The analysis of the interaction between geosynthetics and engineering structures (e.g. railroad bed, soil foundation, pipeline) assumes that the geosynthetic form elastic membranes or shell laid on different types of foundations. The mathematical description of that problems in continuous domain employs Laplace operator Δ or d’Alembert operator □. In this paper we demonstrate the analysis based on generalize Taylor formula, and presenting its application
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Details
- Category:
- Monographic publication
- Type:
- rozdział, artykuł w książce - dziele zbiorowym /podręczniku w języku o zasięgu międzynarodowym
- Title of issue:
- Shell Structures: Theory and Applications, vol. 4 strony 561 - 564
- Language:
- English
- Publication year:
- 2018
- Bibliographic description:
- Mieloszyk E., Grulkowski S.: Generalized Taylor formula and shell structures for the analysis of the interaction between geosythetics and engineering structures of transportation lines// Shell Structures: Theory and Applications, vol.4/ ed. Wojciech Pietraszkiewicz & Wojciech Witkowski Londyn: Taylor & Francis Group, 2018, s.561-564
- DOI:
- Digital Object Identifier (open in new tab) 10.1201/9781315166605-130
- Verified by:
- Gdańsk University of Technology
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