[HTML][HTML] Numerical modelling of large deformation problems in geotechnical engineering: A state-of-the-art review

CE Augarde, SJ Lee, D Loukidis - Soils and Foundations, 2021 - Elsevier
Many problems in geotechnical engineering involve large movements or rotations,
examples include natural processes such as landslides, and man-made processes such as …

Large deformation finite element analyses in geotechnical engineering

D Wang, B Bienen, M Nazem, Y Tian, J Zheng… - Computers and …, 2015 - Elsevier
Geotechnical applications often involve large displacements of structural elements, such as
penetrometers or footings, in soil. Three numerical analysis approaches capable of …

A simple implementation of RITSS and its application in large deformation analysis

Y Tian, MJ Cassidy, MF Randolph, D Wang… - Computers and …, 2014 - Elsevier
Large deformation finite element (LDFE) analysis is being applied increasingly in
geomechanics as it allows numerical interpretation of problems in which the structural …

Experimental and numerical investigation of the uplift capacity of plate anchors in geocell-reinforced sand

M Rahimi, SNM Tafreshi, B Leshchinsky… - Geotextiles and …, 2018 - Elsevier
Plate anchors are frequently used to provide resistance against uplift forces. This paper
describes the reinforcing effects of a geocell-reinforced soil layer on uplift behavior of anchor …

[KNIHA][B] Geomechanics of marine anchors

C Aubeny - 2017 - taylorfrancis.com
This book provides a comprehensive guide for the analysis and design of anchor systems
used for mooring offshore floating structures. Much of the experience is based on …

Multiline anchors for floating offshore wind towers

BD Diaz, M Rasulo, CP Aubeny… - OCEANS 2016 MTS …, 2016 - ieeexplore.ieee.org
Roughly 60% of potentially exploitable offshore wind power is located beyond the range of
water depths suitable for fixed foundations, where floating offshore wind towers (FOWTs) …

Nonlocal regularized analyses for keying of strip plate anchors in strain-softening clay

H Pei, D Wang, D Fu - Ocean Engineering, 2024 - Elsevier
The pull-out capacity of plate anchor is significantly impacted by the embedment loss during
keying, necessitating its prior estimation. The soil surrounding the anchor undergoes …

Analytical solution for ultimate embedment depth and potential holding capacity of plate anchors

Y Tian, MF Randolph, MJ Cassidy - Géotechnique, 2015 - icevirtuallibrary.com
This paper proposes an analytical approach to evaluate the ultimate embedment depth and
holding capacity that plate anchors can potentially achieve. Based on a plasticity model for …

Pullout Capacity of Strip Anchors in Spatially Variable Soil. I: Clay

P He, GA Fenton, DV Griffiths - Journal of Geotechnical and …, 2024 - ascelibrary.org
Natural soils often exhibit significant spatial variability due to their geological history of soil
formation. As an attractive anchoring solution for floating offshore structures, this paper has …

Influence of padeye offset on bearing capacity of three-dimensional plate anchors

Y Tian, C Gaudin, MF Randolph… - Canadian Geotechnical …, 2015 - cdnsciencepub.com
This paper reports advanced three-dimensional large-deformation finite element analyses
investigating the effect of the padeye offset on the behaviour of plate anchors. The analyses …