Failure-mechanism and design techniques of offshore wind turbine pile foundation: Review and research directions

S Basack, G Goswami, ZH Dai, P Baruah - Sustainability, 2022 - mdpi.com
Wind energy is one of the most sustainable and renewable resources for power generation.
Offshore wind turbines (OWTs) derive significant wind energy compared to onshore …

Recent tendencies in the use of optimization techniques in geotechnics: A review

D Boumezerane - Geotechnics, 2022 - mdpi.com
The use of optimization methods in geotechnics dates back to the 1950s. They were used in
slope stability analysis (Bishop) and evolved to a wide range of applications in ground …

Stochastic analysis of piled-raft foundations using the random finite-element method

A Johari, A Talebi - International Journal of Geomechanics, 2021 - ascelibrary.org
The inherent variability of soil parameters noticeably influences geotechnical structures such
as piled-raft foundations. In this research the application of random fields is extended to a …

Parametric analysis and optimization of T-shaped and conventional deep cement mixing column-supported embankments

C Phutthananon, P Jongpradist, P Jongpradist… - Computers and …, 2020 - Elsevier
The aim of this article was to optimize the shape and modulus of T-shaped deep cement
mixing (TDM) and conventional deep cement mixing (DCM) columns for supporting …

[HTML][HTML] Centrifuge modelling of the behaviour of pile groups under vertical eccentric load

L De Sanctis, R Di Laora, TK Garala… - Soils and …, 2021 - Elsevier
Annular shaped pile groups are a very common foundation layout for onshore wind turbines
and other slender structures. In this study, their performance under vertical loads of …

Seismic response of offshore wind turbines supported on Monopiles and Suction Buckets: Numerical modelling and soft computing study

A Eslami, A Ghorbani - Soil Dynamics and Earthquake Engineering, 2022 - Elsevier
In this study, a coupled numerical modeling and soft computing was carried out to
investigate the seismic response and liquefaction resistance of two common types of …

Robust design of monopiles for offshore wind turbines considering uncertainties in dynamic loads and soil parameters

Y Yu, X Chen, Z Guo, J Zhang, Q Lü - Ocean Engineering, 2022 - Elsevier
Complex marine environment causes significant variations in the dynamic loads and soil
parameters that affect the design of a monopile. Despite these uncertainties, a multi …

Optimization method for irregular piled raft foundation on layered soil media

Y Xie, S Chi - Advances in Civil Engineering, 2019 - Wiley Online Library
Important buildings such as nuclear power plants always require stricter control of
differential settlement than ordinary buildings. Therefore, it is necessary to provide an …

Performance of rigid piled raft under combined vertical-moment-lateral (V–M–L) loadings in cohesionless medium in 1g conditions

DK Malviya, M Samanta - Ocean Engineering, 2024 - Elsevier
The piled raft foundations are subjected to combined vertical, moment and lateral (V–M–L)
loading due to wave, lateral earth pressure, and wind in addition to gravity loading in …

[HTML][HTML] Un modelo optimizado para zapatas combinadas trapezoidales apoyadas sobre el terreno: Superficie óptima

AI Pasillas Orona, A Luévanos Rojas… - Acta …, 2020 - scielo.org.mx
Este documento muestra un modelo optimizado para zapatas combinadas trapezoidales
apoyadas sobre el terreno que soportan una carga concentrada y momentos alrededor de …