Large deformation numerical assessment of rock anchor response under axial loading for offshore renewable energy applications-Reference-Cited by-同舟云学术

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

Published:2024-09 Issue: Volume:173 Page:106563
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Genco Alessio^ORCID,Ciantia Matteo Oryem^ORCID,Previtali Marco^ORCID,Brown Michael^ORCID,Ivanovic Ana,Cresswell Nick^ORCID,Twomey Vincent^ORCID

Funder

University of Dundee

Publisher

Elsevier BV

Reference47 articles.

1. Permeability of rocks;Bagdassarov;Fundament. Rock Phys.,2021

2. Rock engineering design of post-tensioned anchors for dams – a review;Brown;J. Rock Mech. Geotech. Eng.,2015

3. Rate effects from pile shaft resistance measurements;Brown;Can. Geotech. J.,2008

4. Path dependence of the potential for compaction banding: theoretical predictions based on a plasticity model for porous rocks;Buscarnera;AGU: J Geophys Res Solid Earth,2014

5. Geotechnical particle finite element method for modeling of soil-structure interaction under large deformation conditions;Carbonell;J. Rock Mech. Geotech. Eng.,2022

Cited by 1 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Mechanism of Rock Mass Detachment Using Undercutting Anchors: A Numerical Finite Element Method (FEM) Analysis;Materials;2024-09-11

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