Design equations of uplift capacity of circular piles in sands

B Ukritchon, S Keawsawasvong - Applied Ocean Research, 2019 - Elsevier
Uplift capacity of circular piles in sands is one important design parameter for many pile
foundations supporting important structures subjected to tensile forces. Even though a …

Elasto-plastic model of structured marine clay under general loading conditions

S Zhang, G Ye, C Liao, J Wang - Applied Ocean Research, 2018 - Elsevier
In this paper, we propose an isotropic hardening elastoplastic model for structured marine
clay that can describe its strength and deformation behavior under general loading …

[HTML][HTML] Large deformation numerical assessment of rock anchor response under axial loading for offshore renewable energy applications

A Genco, MO Ciantia, M Previtali, M Brown… - Computers and …, 2024 - Elsevier
The study presented in this paper aims to advance the current understanding of Rock
Anchor (RA) performance under axial loading through large deformation numerical …

Numerical investigation of inclined plate anchors in clay with linearly increasing undrained shear strength

X Cheng, Z Jiang, J Zhang, P Wang, Y Zhao - Ocean Engineering, 2021 - Elsevier
Plate anchors have been increasingly used to provide a mooring system for offshore floating
facilities due to their relatively high efficiency and low costs. The analysis of anchor …

Vertical holding capacity of torpedo anchors in underwater cohesive soils

W Wang, X Wang, G Yu - Ocean Engineering, 2018 - Elsevier
Torpedo anchors are regarded as one of the most efficient mooring solutions for taut
mooring systems and can withstand vertical loads. The estimation of the undrained pullout …

Cyclic performance of a monopile in spatially variable clay using an advanced constitutive model

TS Charlton, M Rouainia - Soil Dynamics and Earthquake Engineering, 2021 - Elsevier
The performance of monopiles in cohesive soils is of great interest for future offshore wind
farm developments, particularly under the cyclic loads experienced in the ocean …

Model tests and finite element analysis for vertically loaded anchors subjected to cyclic loads in soft clays

X Cheng, Y Li, P Wang, Z Liu, Y Zhou - Computers and Geotechnics, 2020 - Elsevier
More attention has been focused on the pull-out behaviour of plate anchors under
monotonic loads. Relatively less attention has been focused on the cyclic behaviours of …

Analytical study on included angle of double-plate vertically loaded anchors in saturated clay

G Xing, Y Cai, Y Cao, W Wang, X Liu… - Marine Georesources & …, 2024 - Taylor & Francis
The double-plate vertically loaded anchor (DPVLA) represents a new type of anchor. To
maximize the ultimate pullout capacity of a DPVLA in saturated clay, it is crucial to determine …

Probabilistic stability analysis of inclined strip anchors in spatially variable clay

SH Hwang, JK Lee - Marine Georesources & Geotechnology, 2024 - Taylor & Francis
The stability of plate anchors has attracted significant attention, but most existing solutions
are derived using deterministic soil properties. This paper demonstrates how natural spatial …

Pull-out capacity and failure mechanisms of strip anchors in clay

F Cañizal, J Castro, J Cañizal, C Sagaseta - Energies, 2020 - mdpi.com
Plate anchors are a well-established solution for supporting the efforts of floating platforms
for wind and marine renewable energies. The behavior of ultrathin rigid plate anchors buried …