Pullout Capacity of Strip Anchors in Spatially Variable Soil. II: Sand-Reference-Cited by-同舟云学术

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Pullout Capacity of Strip Anchors in Spatially Variable Soil. II: Sand

Published:2024-11 Issue:11 Volume:150 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

He Pengpeng¹^ORCID,Fenton Gordon A.²,Griffiths D. V.³

Affiliation:

1. Lecturer, School of Science and Engineering, Univ. of Dundee, Dundee DD1 4HN, UK (corresponding author). ORCID: .

2. Professor, Dept. of Engineering Mathematics and Internetworking, Dalhousie Univ., Halifax, NS, Canada B3J 2X4.

3. Professor, Dept. of Civil and Environmental Engineering, Colorado School of Mines, Golden, CO 80401.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JGGEFK.GTENG-12575

Reference31 articles.

1. Numerical Investigation of Uplift Behavior of Circular Plate Anchors in Uniform Sand

2. Accounting for Soil Spatial Variability in Plate Anchor Design

3. Anchor geotechnics for floating offshore wind: Current technologies and future innovations;Cerfontaine B.;Ocean Eng.,2023

4. Random finite element analysis on uplift bearing capacity and failure mechanisms of square plate anchors in spatially variable clay

5. A large deformation finite element analysis of uplift behaviour for helical anchor in spatially variable clay

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