CORRECTION article

Front. Earth Sci., 06 May 2025

Sec. Earth and Planetary Materials

Volume 13 - 2025 | https://doi.org/10.3389/feart.2025.1613561

Corrigendum: Numerical and experimental evaluation of shear strength and consolidation properties of cohesive soils in high water table areas

This article is a correction to:

  1. Numerical and Experimental Evaluation of Shear Strength and Consolidation Properties of Cohesive Soils in High Water Table Areas

    1. Read original article
Nauman IzharNauman Izhar1Muhammad Adeel Khan Muhammad Adeel Khan2*Muhammad Salman Khan Muhammad Salman Khan2*Asad Khan Asad Khan2*Mahmood Ahmad,Mahmood Ahmad3,4Mohanad Muayad Sabri SabriMohanad Muayad Sabri Sabri5Muriuzs NecurzacMuriuzs Necurzac6Abdullah AlzlfawiAbdullah Alzlfawi7
  • 1Department of Civil Engineering, Sarhad University of Science and Information Technology, Peshawar, Pakistan
  • 2College of Civil Engineering, Department of Bridge Engineering, Tongji University, Shanghai, China
  • 3Institute of Energy Infrastructure, Universiti Tenaga Nasional, Kajang, Malaysia
  • 4Department of Civil Engineering, University of Engineering and Technology Peshawar (Bannu Campus), Bannu, Pakistan
  • 5Peter the Great St. Petersburg Polytechnic University, St. Petersburg, Russia
  • 6Faculty of Management, AGH University of Krakow, Krakow, Poland
  • 7Department of Civil and Environmental Engineering, College of Engineering, Majmaah University, Al Majmaah, Saudi Arabia

A Corrigendum on
Numerical and experimental evaluation of shear strength and consolidation properties of cohesive soils in high water table areas

by Izhar N, Khan MA, Khan MS, Khan A, Ahmad M, Sabri Sabri MM, Necurzac M and Alzlfawi A (2025). Front. Earth Sci. 13:1522488. doi: 10.3389/feart.2025.1522488

In the published article, there was an error in the Funding statement. The funder’s name and grant number were incorrect. The correct Funding statement appears below.

Funding

The author(s) declare that financial support was received for the research and/or publication of this article. This 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.

Publisher’s note

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.

Keywords: warsak road peshawar, consolidation behavior, shear strength behavior, PLAXIS, meyerhof and vesic bearing capacity

Citation: Izhar N, Khan MA, Khan MS, Khan A, Ahmad M, Sabri Sabri MM, Necurzac M and Alzlfawi A (2025) Corrigendum: Numerical and experimental evaluation of shear strength and consolidation properties of cohesive soils in high water table areas. Front. Earth Sci. 13:1613561. doi: 10.3389/feart.2025.1613561

Received: 17 April 2025; Accepted: 18 April 2025;
Published: 06 May 2025.

Approved by:

Frontiers Editorial Office, Frontiers Media SA, Switzerland

Copyright © 2025 Izhar, Khan, Khan, Khan, Ahmad, Sabri Sabri, Necurzac 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) and the copyright owner(s) 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, YWRlZWxAdG9uZ2ppLmVkdS5jbg==; Muhammad Salman Khan, bXNhbG1hbi5raGFuMDA5OUBnbWFpbC5jb20=; Asad Khan, YXNhZEB0b25namkuZWR1LmNu

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.