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Effect of Specimens’ Height to Diameter Ratio on Unconfined Compressive Strength of Cohesive Soil Cover

Effect of Specimens’ Height to Diameter Ratio on Unconfined Compressive Strength of Cohesive Soil

Studia Geotechnica et Mechanica
Volume 45 (2023): Issue 2 (June 2023)
By: Haile Tsegay Gebresamuel,  Damtew Tsige Melese,  Yada Tesfaye Boru and  Alemu Mosisa Legese  
Open Access
|Mar 2023

Authors

Haile Tsegay Gebresamuel

Faculty of Civil and Environmental Engineering, Jimma Institute of Technology, Jimma, Ethiopia

Damtew Tsige Melese

Faculty of Civil and Environmental Engineering, Jimma Institute of Technology, Jimma, Ethiopia

Yada Tesfaye Boru

Faculty of Civil and Environmental Engineering, Jimma Institute of Technology, Jimma, Ethiopia
Faculty of Civil Engineering, Wroclaw University of Science and Technology, Wroclaw, Poland

Alemu Mosisa Legese

alemu.legese@pwr.edu.pl

Faculty of Civil and Environmental Engineering, Jimma Institute of Technology, Faculty of Civil Engineering, Wroclaw University of Science and Technology, Jimma
DOI: https://doi.org/10.2478/sgem-2023-0001 | Journal eISSN: 2083-831X | Journal ISSN: 0137-6365
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Language: English
Page range: 112 - 132
Submitted on: Jun 5, 2022
Accepted on: Nov 29, 2022
Published on: Mar 9, 2023
Published by: Wroclaw University of Science and Technology
In partnership with: Paradigm Publishing Services
Publication frequency: 4 issues per year
Keywords:
Height to diameter ratio,
Unconfined compression strength,
UCS scale effect
Related subjects:
Geosciences,
Geosciences, other,
Materials sciences,
Composites,
Porous materials,
Physics,
Mechanics and fluid dynamics

© 2023 Haile Tsegay Gebresamuel, Damtew Tsige Melese, Yada Tesfaye Boru, Alemu Mosisa Legese, published by Wroclaw University of Science and Technology
This work is licensed under the Creative Commons Attribution 4.0 License.

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