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Experimental Investigation of Bearing Capacity of Circular and Ring Footings on Geogrid-Reinforced Cohesionless Soils Cover

Experimental Investigation of Bearing Capacity of Circular and Ring Footings on Geogrid-Reinforced Cohesionless Soils

Civil and Environmental Engineering
Volume 20 (2024): Issue 1 (June 2024)
By: Hashim Al-Sumaiday,  Wisam Dheyab Khalaf and  Farouk Majeed Muhauwiss  
Open Access
|Jun 2024

Authors

Hashim Al-Sumaiday

dr.hashimrasheed@tu.edu.iq

Civil Engineering Department, College of Engineering, Tikrit University, Tikrit, Iraq

Wisam Dheyab Khalaf

Civil Engineering Department, College of Engineering, Tikrit University, Tikrit, Iraq

Farouk Majeed Muhauwiss

Civil Engineering Department, College of Engineering, Tikrit University, Tikrit, Iraq
DOI: https://doi.org/10.2478/cee-2024-0027 | Journal eISSN: 2199-6512 | Journal ISSN: 1336-5835
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Language: English
Page range: 349 - 363
Published on: Jun 26, 2024
Published by: University of Žilina
In partnership with: Paradigm Publishing Services
Publication frequency: 2 issues per year
Keywords:
Bearing capacity,
Circular and ring footing,
Geogrid,
Reinforced sand
Related subjects:
Business and economics,
Political economics,
Economic theory, systems and structures,
Business management,
Industries,
Environmental management

© 2024 Hashim Al-Sumaiday, Wisam Dheyab Khalaf, Farouk Majeed Muhauwiss, published by University of Žilina
This work is licensed under the Creative Commons Attribution 4.0 License.

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