A new p-y model for soil-pile interaction analyses in cohesionless soils under monotonic loading-Reference-Cited by-同舟云学术

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A new p-y model for soil-pile interaction analyses in cohesionless soils under monotonic loading

Published:2024-04 Issue:2 Volume:64 Page:101441
ISSN:0038-0806
Container-title:Soils and Foundations
language:en
Short-container-title:Soils and Foundations

Author:

Alver Ozan^ORCID,Eseller-Bayat E. Ece

Funder

Türkiye Bilimsel ve Teknolojik Araştırma Kurumu

Publisher

Elsevier BV

Reference63 articles.

1. The geotechnical properties of soils;Alpan;Earth Sci. Rev.,1970

2. A dynamic p–y model for piles embedded in cohesionless soils;Alver;Bull. Earthq. Eng.,2023

3. API 2007. Recommended practice for planning, designing, and constructing fixed offshore platforms, twentyth ed. Washington, DC.

4. Non-linear soil stiffness in routine design;Atkinson;Géotechnique,2000

5. Theoretical study of lateral reaction mechanism of piles;Baguelin;Geotechnique,1977

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