Advances in Artificial Intelligence for Geotechnical Engineering

A special issue of Infrastructures (ISSN 2412-3811).

Deadline for manuscript submissions: 31 January 2026 | Viewed by 1711

Special Issue Editors


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Guest Editor
College of Science and Engineering, School of Engineering, University of Derby, Derby, UK
Interests: civil engineering; geotechnical engineering; computational modelling
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Guest Editor
Geotechnical Engineering Department, National Institute of Transportation, National University of Sciences and Technology, Islamabad, Pakistan
Interests: geo-structures; eco-friendly construction materials; geo-environmental infrastructure; desiccation crack impact on infrastructure; predictive modelling techniques; constitutive modelling of deep foundations
Special Issues, Collections and Topics in MDPI journals

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Guest Editor
School of Civil Engineering, Quanzhou University of Information Engineering, Quanzhou 362000, China
Interests: soil–structure interaction; ground improvement techniques; low carbon building construction material; geotechnical design for building foundations; bearing capacity and settlement; seismic performance of foundations; sustainable foundation systems; computational modeling of foundation systems
Special Issues, Collections and Topics in MDPI journals

Special Issue Information

Dear Colleagues,

The rapid advancement of artificial intelligence (AI) and machine learning technologies has opened new frontiers across many branches of engineering, including geotechnical engineering. As geotechnical systems often involve complex, nonlinear, and spatially variable conditions, traditional modelling approaches can be limited in their capacity to handle uncertainty, heterogeneity, and large datasets. AI-based approaches provide promising alternatives that can enhance predictive capabilities, improve design efficiency, and enable real-time decision-making in geotechnical engineering practice.

This Special Issue aims to present recent developments, innovative applications, and theoretical advancements in the use of AI for geotechnical engineering problems. It will serve as a platform for researchers and practitioners to share knowledge, foster collaboration, and highlight the role of AI in shaping the future of geotechnical research and practice.

High-quality submissions are invited that address, but are not limited to, the following areas:

  • AI-driven modelling of soil behaviour and geotechnical parameters
  • Machine learning and deep learning applications in site characterization
  • Surrogate and reduced-order models for computationally intensive geotechnical simulations
  • Symbolic and interpretable AI (e.g., Genetic Expression Programming, Grammatical Evolution) for geotechnical analysis
  • AI-enhanced risk assessment for landslides, foundations, and underground structures
  • Integration of sensor data and AI for real-time geotechnical monitoring
  • Seismic response prediction using AI methods
  • AI-based optimization in geotechnical design and decision-making
  • Case studies showcasing practical implementation of AI in geotechnics

Dr. Zia Ur Rehman
Dr. Usama Khalid
Dr. Nauman Ijaz
Guest Editors

Manuscript Submission Information

Manuscripts should be submitted online at www.mdpi.com by registering and logging in to this website. Once you are registered, click here to go to the submission form. Manuscripts can be submitted until the deadline. All submissions that pass pre-check are peer-reviewed. Accepted papers will be published continuously in the journal (as soon as accepted) and will be listed together on the special issue website. Research articles, review articles as well as short communications are invited. For planned papers, a title and short abstract (about 250 words) can be sent to the Editorial Office for assessment.

Submitted manuscripts should not have been published previously, nor be under consideration for publication elsewhere (except conference proceedings papers). All manuscripts are thoroughly refereed through a single-blind peer-review process. A guide for authors and other relevant information for submission of manuscripts is available on the Instructions for Authors page. Infrastructures is an international peer-reviewed open access monthly journal published by MDPI.

Please visit the Instructions for Authors page before submitting a manuscript. The Article Processing Charge (APC) for publication in this open access journal is 1800 CHF (Swiss Francs). Submitted papers should be well formatted and use good English. Authors may use MDPI's English editing service prior to publication or during author revisions.

Keywords

  • machine learning
  • deep learning
  • soil
  • soil–structure interaction
  • optimization
  • constitutive modelling
  • numerical modelling

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Published Papers (1 paper)

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Research

18 pages, 2708 KB  
Article
Interpretable Ensemble Machine Learning for Liquefaction Risk Prediction
by Doszhan Tuzelbayev, Sung-Woo Moon, Minho Lee, Shynggys Abdialim, Elijah Adebayonle Aremu, Alfrendo Satyanaga and Jong Kim
Infrastructures 2025, 10(11), 304; https://doi.org/10.3390/infrastructures10110304 - 11 Nov 2025
Viewed by 339
Abstract
This paper presents a comprehensive machine learning (ML) framework for predicting liquefaction risk, a crucial aspect of seismic hazard assessment. A benchmark geotechnical dataset with multi-dimensional input features was used to evaluate several ML classifiers, followed by hyperparameter optimization through stratified 5-fold cross-validation. [...] Read more.
This paper presents a comprehensive machine learning (ML) framework for predicting liquefaction risk, a crucial aspect of seismic hazard assessment. A benchmark geotechnical dataset with multi-dimensional input features was used to evaluate several ML classifiers, followed by hyperparameter optimization through stratified 5-fold cross-validation. Optimized models were combined into a soft Voting Ensemble to enhance stability and accuracy of liquefaction potential prediction. The proposed ensemble model achieved a mean accuracy of 90.12% and a recall of 97.23%, outperforming individual models in most folds. The ensemble’s effectiveness was further evidenced by its precision-recall (PR) and receiver operating characteristic (ROC) curves, with areas under the curve (AUC) of 0.962 and 0.931, respectively—closely matching those of the Gradient Boosting classifier, indicating comparable discriminatory performance. Additionally, SHapley Additive exPlanations (SHAP) analysis was conducted on the ensemble model to assess contributions of each geotechnical inputs to the predictions, revealing that normalized shear wave velocity (VS1) as the most influential variable in liquefaction prediction. The proposed framework demonstrates a robust, interpretable, and performance-consistent approach for liquefaction risk assessment. Full article
(This article belongs to the Special Issue Advances in Artificial Intelligence for Geotechnical Engineering)
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