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AI-Enhanced Slope Stability and Landslide Risk in Transport Infrastructure

A special issue of Applied Sciences (ISSN 2076-3417). This special issue belongs to the section "Earth Sciences".

Deadline for manuscript submissions: 20 April 2026 | Viewed by 380

Special Issue Editor


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Guest Editor
Department of Civil Engineering, Advanced Production and Intelligent Systems (ARISE), Institute for Sustainability and Innovation in Structural Engineering (ISISE), University of Minho, 4800-058 Guimarães, Portugal
Interests: geotechnical engineering; transportation geotechnics; slope stability assessment; scour monitoring; soil–structure interaction; artificial intelligence in civil engineering
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Special Issue Information

Dear Colleagues,

The stability of natural and engineered slopes is a critical factor in the safety, resilience, and sustainability of transport infrastructure. Landslides and slope failures pose significant risks to road, rail, and port networks, causing economic losses, service disruptions, and hazards to human life. With the increasing impacts of climate change, extreme weather events, and expanding infrastructure demands, innovative approaches are required to assess, monitor, and mitigate these risks.

This Special Issue invites contributions at the intersection of artificial intelligence (AI), geotechnical engineering, and risk management to advance the state of the art in slope stability analysis and landslide risk mitigation for transport corridors. Topics of interest include (but are not limited to) the following:

  • AI-driven models for slope stability prediction;
  • Integration of remote sensing (e.g., InSAR, UAV, LiDAR) and in situ monitoring with machine learning algorithms;
  • Real-time risk assessment frameworks;
  • Digital twins for slope and landslide hazard management;
  • Uncertainty quantification in AI-based predictions;
  • Decision support systems for proactive infrastructure maintenance.

We welcome original research articles, technical notes, and review papers that showcase methodological advances, practical applications, and case studies demonstrating the potential of AI to transform slope stability analysis and enhance resilience against landslide risks in transport infrastructure.

Dr. Joaquim Tinoco
Guest Editor

Manuscript Submission Information

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Please visit the Instructions for Authors page before submitting a manuscript. The Article Processing Charge (APC) for publication in this open access journal is 2400 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

  • artificial intelligence
  • machine learning
  • slope stability
  • landslide risk assessment
  • transport infrastructure
  • remote sensing (InSAR, UAV, LiDAR)
  • digital twins
  • geotechnical monitoring
  • predictive modeling
  • resilient infrastructure

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Published Papers (1 paper)

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Research

16 pages, 6047 KB  
Article
Research on the Movement Law of Rock Strata in the Mining Transition from Open-Pit to Underground of the Sijiaying Iron Mine
by Yanze Lu, Yanting Chen, Sheng Li, Zhiyi Liu, Deqing Gan, Zengxiang Lu and Qiangying Ma
Appl. Sci. 2025, 15(22), 12177; https://doi.org/10.3390/app152212177 - 17 Nov 2025
Viewed by 263
Abstract
The transition from open-pit to underground mining entails significant risks associated with rock mass deformation and surface subsidence, which pose critical challenges in mining engineering practice. To investigate and control the deformation behavior of overlying strata under mining-induced disturbances, a three-dimensional numerical model [...] Read more.
The transition from open-pit to underground mining entails significant risks associated with rock mass deformation and surface subsidence, which pose critical challenges in mining engineering practice. To investigate and control the deformation behavior of overlying strata under mining-induced disturbances, a three-dimensional numerical model is developed for the goaf area at the Sijiaying Iron Mine. Deformation indicators, combined with calculations of rock movement angles and collapse angles, are utilized to elucidate the deformation characteristics and controlling mechanisms of the mine surface. The results indicate the following: (1) slope deformation in the open-pit mine exhibits notable spatial heterogeneity, characterized by a “large displacement–small deformation” phenomenon, with peak values of total displacement and total deformation reaching 92.86 mm and 3.28 mm/m, respectively; (2) the critical ranges of surface movement angle and collapse angle are determined, enabling quantitative delineation of the influence zones of underground mining on surface deformation; and (3) the dip angle of the ore body is the primary controlling factor influencing the surface subsidence. Specifically, gently dipping ore bodies predominantly exhibit vertical subsidence (associated with larger movement angles), whereas steeply dipping ore bodies display pronounced directional sliding (correlated with smaller movement angles). Full article
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