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Abstract
Offshore piles are subjected to complex loads with considerable lateral component. The pile-soil response to lateral loads can be described with the p-y method. For a given depth the load–deflection relationship is built to simulate the surrounding soil stiffness. This state-of-art paper presents a brief discussion of determination methods for the p-y curves using a standard approach based on the soil parameters derived from laboratory and in-situ tests or directly from field tests. The basic relationships for both cohesive and cohesionless soils are discussed. The advantage of direct design methods to describe the p-y curve relies in the reduction of necessary laboratory tests
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- Category:
- Articles
- Type:
- artykuły w czasopismach
- Published in:
-
MATEC Web of Conferences
no. 219,
ISSN: 2261-236X - Language:
- English
- Publication year:
- 2018
- Bibliographic description:
- Międlarz K., Bałachowski L.: Determination of p-y curves for offshore piles based on in-situ soil investigations// MATEC Web of Conferences -Vol. 219, (2018), s.05003-
- DOI:
- Digital Object Identifier (open in new tab) 10.1051/matecconf/201821905003
- Verified by:
- Gdańsk University of Technology
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