Lateral response and installation recommendation of hybrid monopile foundation for offshore wind turbines under combined loadings
The hybrid monopile foundation attracts extensive attentions to fulfill increasing demands for
offshore wind turbines. The installation method is still uncertainty to date, limiting the …
offshore wind turbines. The installation method is still uncertainty to date, limiting the …
[HTML][HTML] Influence of vertical loads on lateral response of pile foundations in sands and clays
Although the load applied to pile foundations is usually a combination of vertical and lateral
components, there have been few investigations on the behavior of piles subjected to …
components, there have been few investigations on the behavior of piles subjected to …
Pile-soil interaction determined by laterally loaded fixed head pile group
A Poorjafar, M Esmaeili-Falak… - Geomechanics and …, 2021 - koreascience.kr
This paper summarizes the results of small-scale laboratory modelling of pile behavior
under lateral loading, considering the parameters such as short or long, single or group …
under lateral loading, considering the parameters such as short or long, single or group …
Seismic analysis of laterally loaded pile under influence of vertical loading using finite element method
An efficient analytical approach using the finite element (FE) method, is proposed to
calculate the bending moment and deflection response of a single pile under the combined …
calculate the bending moment and deflection response of a single pile under the combined …
[HTML][HTML] Influence mechanism of vertical-horizontal combined loads on the response of a single pile in sand
W Lu, G Zhang - Soils and foundations, 2018 - Elsevier
Pile foundations are used to support both vertical and horizontal loads in many geotechnical
projects, such as the coastal and offshore engineering. The responses of piles under vertical …
projects, such as the coastal and offshore engineering. The responses of piles under vertical …
Contribution to the design methodologies of piled raft foundations under combined loadings
EM Comodromos, MC Papadopoulou… - Canadian …, 2016 - cdnsciencepub.com
Although simplified design methods for piled raft foundations have been proposed to allow
for the group effect and soil–pile–raft interaction, most of them are concentrated on one type …
for the group effect and soil–pile–raft interaction, most of them are concentrated on one type …
Performance evaluation of piled rafts in sand based on load-sharing mechanism using finite element model
Three-dimensional finite element simulations are carried out to investigate the influence of
pile spacing, pile length, pile configuration and raft thickness on the performance of piled …
pile spacing, pile length, pile configuration and raft thickness on the performance of piled …
On the behaviour of pile groups under combined lateral and vertical loading
The effect of vertical loads on the lateral response of a 3× 5 pile group embedded in sandy
and clayey soils is studied through 3D finite differences analyses using the computer code …
and clayey soils is studied through 3D finite differences analyses using the computer code …
Effect of vertical load on the lateral response of offshore piles considering scour-hole geometry and stress history in marine clay
F Liang, H Zhang, S Chen - Ocean Engineering, 2018 - Elsevier
Scour induces the loss of soil support around the pile foundations for the offshore and
coastal structures, and thus increases their bending moments and lateral deflections, which …
coastal structures, and thus increases their bending moments and lateral deflections, which …
[HTML][HTML] Combined load bearing capacity of rigid piles embedded in a cross-anisotropic clay deposit using 3D finite element lower bound
In this study, an iterative-based three-dimensional finite element lower bound in association
with the second-order cone programming method is adopted to evaluate the limit load of a …
with the second-order cone programming method is adopted to evaluate the limit load of a …