Numerical and Experimental Examination of the Load-Penetration Response of Shallow Foundations on Layered Clay

Research output: Thesis › Doctoral Thesis

Original language	English
Qualification	Doctor of Philosophy
Awarding Institution	The University of Western Australia
Thesis sponsors	Australian Government Research Training Program
Award date	27 Sept 2024
DOIs	https://doi.org/10.26182/070b-3e91
Publication status	Unpublished - 2024

Embargo information

Embargoed from 27/09/2024 to 13/09/2026. Will be made publicly available on 13/09/2026.

THESIS - DOCTOR OF PHILOSOPHY - SALEHI Alireza - 2024
13.3 MB
Embargo ends: 13/09/26

The effect of soil stiffness on the undrained bearing capacity of a footing on a layered clay deposit
Salehi, A., Hu, Y., Lehane, B., Zania, V. & Sovso, L., 23 Oct 2018, Physical Modelling in Geotechnics: Proceedings of the 9th International Conference on Physical Modelling in Geotechnics (ICPMG 2018) July 17-20, 2018, London, United Kingdom. McNamara, A., Divall, S., Goodey, R., Taylor, N., Stallebrass, S. & Panchal, J. (eds.). CRC Press, Vol. 2. p. 1309-1314
Research output: Chapter in Book/Conference paper › Conference paper › peer-review

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title = "Numerical and Experimental Examination of the Load-Penetration Response of Shallow Foundations on Layered Clay",

keywords = "layered clay, Shallow Foundation, Centrifuge Test, FEM, Bearing Capacity, Undrained Shear Strength, Punch-through",

author = "Alireza Salehi",

year = "2024",

doi = "10.26182/070b-3e91",

language = "English",

school = "The University of Western Australia",

}

TY - BOOK

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AU - Salehi, Alireza

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KW - layered clay

KW - Shallow Foundation

KW - Centrifuge Test

KW - FEM

KW - Bearing Capacity

KW - Undrained Shear Strength

KW - Punch-through

U2 - 10.26182/070b-3e91

DO - 10.26182/070b-3e91

M3 - Doctoral Thesis

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