@inproceedings{5bf7f88ac81e423cb1862021b5e1dc2e,
title = "Modeling the Impact Force from a Dry Granular Flow Using Smoothed Particle Hydrodynamics Method",
abstract = "In this research, a rate-dependent solid constitutive model capable of modeling granular flow behavior was employed with the smoothed particle hydrodynamics method (SPH). In comparison with the conventional methods using SPH in the framework of computational fluid dynamics, SPH method used in this study was simple and accurate. The developed model was verified with well documented experimental data of dry granular flume tests, and flow pattern and impact forces on rigid wall were investigated. The results of this study show the effects of inclination angle, initial soil deposition shape, and the distance between the flow origin and obstacle on the peak and residual force of the granular flow.",
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: Geotechnical Materials, Modeling, and Testing, Geo-Congress 2019 ; Conference date: 24-03-2019 Through 27-03-2019",
year = "2019",
doi = "10.1061/9780784482124.010",
language = "English (US)",
isbn = "9780784482124",
series = "Geotechnical Special Publication",
publisher = "American Society of Civil Engineers (ASCE)",
number = "GSP 310",
pages = "83--94",
editor = "Meehan, {Christopher L.} and Sanjeev Kumar and Pando, {Miguel A.} and Coe, {Joseph T.}",
booktitle = "Geotechnical Special Publication",
address = "United States",
edition = "GSP 310",
}