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Cited article:

Enhancing the ability of the square footing to resist positive and negative eccentric-inclined loading using an inclined skirt

Ghazwan Salah Alhalbusi, A’amal A.H. Al-Saidi

E3S Web Conf., 427 (2023) 01020

Published online: 2023-09-13

DOI: https://doi.org/10.1051/e3sconf/202342701020

This article has been cited by the following article(s):

Influence of Stress-Induced Soil Anisotropy on Geotechnical Design: A Critical View

Revathy Manohar and Sireesh Saride
Indian Geotechnical Journal (2025)
https://doi.org/10.1007/s40098-025-01239-x

Loosely Skirted Circular Foundation under Different Loading Conditions: Performance, Mechanism, and Limitations

Sajjad Kamel Al Dabi and Bushra S. Albusoda
Engineering, Technology & Applied Science Research 14 (5) 17464 (2024)
https://doi.org/10.48084/etasr.8421

Increasing the Performance of Ring Foundation to Lateral Loads by using a Skirt Foundation

Balqees A. Ahmed, Husam M. Saleh, Mina M. Jameel and Asmaa Al-Taie
Engineering, Technology & Applied Science Research 14 (6) 17629 (2024)
https://doi.org/10.48084/etasr.8617