Comparing pull-out capacity of expandable anchors using discrete/coupled Eulerian element methods versus finite element technique-Reference-Cited by-同舟云学术

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Comparing pull-out capacity of expandable anchors using discrete/coupled Eulerian element methods versus finite element technique

Published:2023-06-28 Issue: Volume: Page:1-16
ISSN:1064-119X
Container-title:Marine Georesources & Geotechnology
language:en
Short-container-title:Marine Georesources & Geotechnology

Author:

Amjadi Mahsa¹,Mohammadkhanifard Hamid Reza¹,Tohidi Amin¹,Zad Amirali¹

Affiliation:

1. Department of Civil Engineering, Faculty of Civil Engineering and Earth Resources, Islamic Azad University, Central Tehran Branch, Tehran, Iran

Publisher

Informa UK Limited

Subject

Ocean Engineering,Geotechnical Engineering and Engineering Geology,Oceanography

Link

https://www.tandfonline.com/doi/pdf/10.1080/1064119X.2023.2228308

Reference66 articles.

1. Numerical analysis of the behaviour of a large-diameter monopile for offshore wind turbines

2. Database of Friction Angles of Sand and Consolidation Characteristics of Sand, Silt, and Clay

3. ASTM D3080-04. 2004. Standard Test Method for Direct Shear Test of Soils Under Consolidated Drained Conditions. West Conshohocken, PA: ASTM International. www.astm.org.

4. ASTM D4253-16e1. 2016. Standard Test Methods for Maximum Index Density and Unit Weight of Soils Using a Vibratory Table. West Conshohocken, PA: ASTM International. www.astm.org.

5. ASTM D4254-16. 2016. Standard Test Methods for Minimum Index Density and Unit Weight of Soils and Calculation of Relative Density. West Conshohocken, PA: ASTM International. www.astm.org.

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