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CORRECTION article
Front. Earth Sci.
Sec. Earth and Planetary Materials
Volume 13 - 2025 | doi: 10.3389/feart.2025.1613561
Corrigendum: Numerical and Experimental Evaluation of Shear Strength and Consolidation Properties of Cohesive Soils in High Water Table Areas
Provisionally accepted
Nauman Izhar1
Muhammad Adeel Khan2*
Muhammad Salman Khan2
Asad Khan2
Mahmood Ahmad3
Mohanad M Sabri4*
Mariusz Niekurzak5Abdullah Alzlfawi6- 1Sarhad University of Science & Information Technology (SUIT), Peshawar, Khyber Pakhtunkhwa, Pakistan
- 2Department of Bridge Engineering, College of Civil Engineering, Tongji University, Shanghai, Shanghai Municipality, China
- 3Department of Civil Engineering, Faculty of Civil, Agricultural & Mining Engineering, University of Engineering and Technology, Peshawar, Peshawar, Khyber Pakhtunkhwa, Pakistan
- 4Peter the Great St.Petersburg Polytechnic University, Saint Petersburg, Russia
- 5Faculty of Management, AGH University of Krakow, Krakow, Poland
- 6Department of Civil and Environmental Engineering, College of Engineering, Majmaah University, Majmaah, Saudi Arabia
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Incorrect Funding In the published article, there was an error in the Funding statement. [The research is partially funded by the Ministry of Science and Higher Education of the Russian Federation as part of the World-class Research Center program: Advanced Digital Technologies (contract No. 075-15-2022-311 dated 20.04.2022)]. The correct Funding statement appears below.FUNDINGThis research was supported by a grant from the Russian Science Foundation No. 22-79-10021, https://rscf.ru/project/22-79-10021/.The authors apologize for this error and state that this does not change the scientific conclusions of the article in any way. The original article has been updated.
Keywords: Warsak Road Peshawar, Consolidation behavior, Shear strength behavior, PLAXIS, Meyerhof and Vesic Bearing Capacity
Received: 17 Apr 2025; Accepted: 18 Apr 2025.
Copyright: © 2025 Izhar, Khan, Khan, Khan, Ahmad, Sabri, Niekurzak and Alzlfawi. This is an open-access article distributed under the terms of the Creative Commons Attribution License (CC BY). The use, distribution or reproduction in other forums is permitted, provided the original author(s) or licensor are credited and that the original publication in this journal is cited, in accordance with accepted academic practice. No use, distribution or reproduction is permitted which does not comply with these terms.
* Correspondence:
Muhammad Adeel Khan, Department of Bridge Engineering, College of Civil Engineering, Tongji University, Shanghai, Shanghai Municipality, China
Mohanad M Sabri, Peter the Great St.Petersburg Polytechnic University, Saint Petersburg, Russia
Disclaimer: All claims expressed in this article are solely those of the authors and do not necessarily represent those of their affiliated organizations, or those of the publisher, the editors and the reviewers. Any product that may be evaluated in this article or claim that may be made by its manufacturer is not guaranteed or endorsed by the publisher.