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Geomechanics and Geoengineering
An International Journal
Volume 2, 2007 - Issue 2
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Original Articles

Stress non-uniformity in a hollow cylinder torsional sand specimen

Patrick J. Naughton School of Engineering, Institute of Technology Sligo, Ballinode, Sligo, Ireland
&
Brendan C. O'Kelly Department of Civil, Structural and Environmental Engineering, Museum Building, Trinity College Dublin, Dublin 2, IrelandCorrespondence[email protected]
Pages 117-122 | Received 26 Sep 2006, Published online: 05 Jun 2007

Citations (12)

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Read on this site (1)

BrendanC. O'Kelly & PatrickJ. Naughton. (2008) Local measurements of the polar deformation response in a hollow cylinder apparatus. Geomechanics and Geoengineering 3:4, pages 217-229.
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Articles from other publishers (11)

Siddharath Singh, Burak F. Tanyu & Poul V. Lade. (2023) Characteristic Behavior of Cross-Anisotropic Deposits of Granular Soils. Geotechnical and Geological Engineering.
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Adel Ahmadinezhad, Fardin Jafarzadeh, Babak Shahbodagh, Saied Hosseinpour & Shahriar Khorami. (2023) Development of a dynamic hollow cylinder apparatus for investigating the cyclic response of unsaturated soils subjected to stress anisotropy. Transportation Geotechnics 40, pages 100968.
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Erdem O. Tastan & J. Antonio H. Carraro. (2022) Effect of Principal Stress Rotation and Intermediate Principal Stress Changes on the Liquefaction Resistance and Undrained Cyclic Response of Ottawa Sand. Journal of Geotechnical and Geoenvironmental Engineering 148:5.
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Mostafa ZamanianMeghdad Payan, Fardin JafarzadehNavid RanjbarKostas Senetakis. (2021) Evolution of Dynamic Properties of Cross-Anisotropic Sand Subjected to Stress Anisotropy. Journal of Geotechnical and Geoenvironmental Engineering 147:7.
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Luís Miranda, Laura Caldeira, João Serra & Rui Carrilho Gomes. (2020) Dynamic behaviour of Tagus River sand including liquefaction. Bulletin of Earthquake Engineering 18:10, pages 4581-4604.
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Fabian Schranz, Wolfgang Fellin & Dimitrios Kolymbas. (2019) Comparative performance of some constitutive models in stress rotation. Open Geomechanics 1, pages 1-11.
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Benyamin Farhang & Ali Asghar Mirghasemi. (2017) A study of principle stress rotation on granular soils using DEM simulation of hollow cylinder test. Advanced Powder Technology 28:9, pages 2052-2064.
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Bo Li, Fengshou Zhang & Marte Gutierrez. (2014) A numerical examination of the hollow cylindrical torsional shear test using DEM. Acta Geotechnica 10:4, pages 449-467.
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Poul V. Lade, Eugene Van Dyck & Nina M. Rodriguez. (2014) Shear banding in torsion shear tests on cross-anisotropic deposits of fine Nevada sand. Soils and Foundations 54:6, pages 1081-1093.
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Poul V. LadeNina M. RodriguezEugene J. Van Dyck. (2014) Effects of Principal Stress Directions on 3D Failure Conditions in Cross-Anisotropic Sand. Journal of Geotechnical and Geoenvironmental Engineering 140:2.
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Brendan C. O’Kelly & Patrick J. Naughton. (2009) Study of the yielding of sand under generalized stress conditions using a versatile hollow cylinder torsional apparatus. Mechanics of Materials 41:3, pages 187-198.
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