@inproceedings{9cbd08c880d44481961e57a22c6f9ec2,
title = "Numerical study of quasi-static to dynamic pullout capacity of anchors in Sand",
abstract = "In this study, a particle-based continuum numerical approach based on the smoothed particle hydrodynamics (SPH) method coupled with the finite element method (FEM) has been developed to investigate the failure mechanism and ultimate pullout capacity of soil anchors from quasi-static to dynamic conditions. The results of this study suggest that the ultimate pullout resistance depends on the failure mechanism of the mobilized soil. It was found that the failure mechanism and soil deformation depend on the anchor embedment depth and are rate dependent. Anchors embedded at deeper depths are shown to be more influenced by pullout velocities than those embedded at shallower depths. The failure shape depends on the anchor pullout velocity in addition to the soil density and embedment depth.",
author = "Bahman Sheikh and Tong Qiu",
note = "Publisher Copyright: {\textcopyright} 2019 American Society of Civil Engineers.; 8th International Conference on Case Histories in Geotechnical Engineering: Foundations, Geo-Congress 2019 ; Conference date: 24-03-2019 Through 27-03-2019",
year = "2019",
doi = "10.1061/9780784482094.030",
language = "English (US)",
isbn = "9780784482094",
series = "Geotechnical Special Publication",
publisher = "American Society of Civil Engineers (ASCE)",
number = "GSP 307",
pages = "329--339",
editor = "Meehan, {Christopher L.} and Sanjeev Kumar and Pando, {Miguel A.} and Coe, {Joseph T.}",
booktitle = "Geotechnical Special Publication",
address = "United States",
edition = "GSP 307",
}