New p-y curve model considering vertical loading for piles of offshore wind turbine in sand
Sign Up to like & getrecommendations! Published in 2020 at "Ocean Engineering"
DOI: 10.1016/j.oceaneng.2020.107228
Abstract: Abstract Pile foundations in offshore engineering are usually subjected to vertical-horizontal load combinations. Previous researches have discovered that the lateral behaviour of soil-pile system could be influenced by axial load due to P-Δ effect and… read more here.
Keywords: soil stiffness; vertical horizontal; model; change soil ... See more keywords