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Progress and Challenges of Rock Engineering

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

Deadline for manuscript submissions: 20 December 2025 | Viewed by 1593

Special Issue Editors


E-Mail Website
Guest Editor
Department of Energy and Resources Engineering, Kangwon National University, Chuncheon 25949, Republic of Korea
Interests: rock mechanics; rock engineering; tunneling; TBM; tunnel boring machine; shield TBM; rock fracture

E-Mail Website
Guest Editor
Department of Energy & Resource Engineering, Chonnam National University, Gwangju 61186, Republic of Korea
Interests: rock engineering; tunnel engineering; mining engineering

Special Issue Information

Dear Colleagues,

Rock engineering plays a fundamental role in addressing critical challenges related to infrastructure and resource development, not only on Earth but also in future space exploration. Driven by rapid urbanization, an increasing demand for energy, the need for sustainable development on Earth, and enhanced interest in space exploration, the field of rock engineering continues to evolve with new technologies and methodologies. However, researchers are currently aiming to bridge the gap between laboratory research and practical applications in complex real-world conditions, including extraterrestrial environments. Examples include deep underground construction projects, large-scale mining operations, nuclear waste disposal facilities, the development of critical infrastructure in challenging geological conditions, and notably, the investigation of rock mechanics for lunar and Martian habitats.

The complexity of in situ conditions often presents significant challenges, including difficultly accessing measurement points, varying environmental conditions, complex geological structures, and the need for long-term monitoring systems. These challenges are further amplified in space environments, where unique conditions such as reduced gravity, extreme temperature variations, and radiation exposure significantly affect the behavior of rock. To advance the field "from theory to practice," we must develop innovative technologies that can operate effectively under these challenging conditions while maintaining high accuracy and reliability.

We are therefore interested in articles that investigate advances in rock engineering across theoretical, experimental, and practical applications, both on Earth and in space environments. The scope of this Special Issue includes, but are not limited to, the following topics:

  • Advanced laboratory and in situ testing methods for rock characterization;
  • The integration of artificial intelligence and machine learning in rock engineering;
  • Novel numerical modeling approaches for complex geological conditions;
  • Real-time monitoring systems for underground structures and rock slopes;
  • Sustainable mining practices and innovative extraction methods;
  • Underground space development for energy storage and waste disposal;
  • Smart sensing and monitoring technologies for rock engineering;
  • Investigation of rock behavior under extreme conditions;
  • Case studies of challenging rock engineering projects;
  • The development of new reinforcement and stabilization techniques;
  • The integration of digital technologies in rock engineering practice;
  • Environmental and climate change impacts on rock engineering structures;
  • Extraterrestrial rock mechanics and engineering:
    • Rock behavior under reduced gravity conditions
    • Construction materials and methods for lunar/Martian habitats
    • In-situ resource utilization (ISRU) for space construction
    • Rock drilling and excavation techniques for planetary exploration
    • Stability analysis of extraterrestrial caves and underground structures
    • Regolith mechanics and engineering
    • Radiation shielding using local rock materials
    • Thermal cycling effects on extraterrestrial rock properties
    • Remote sensing and characterization of planetary rock masses
    • Numerical modeling of rock behavior in space environments

We particularly welcome the submission of original research papers that present recent developments and technical innovations, but will also accept comprehensive review papers and case studies.

Prof. Dr. Tae Young Ko
Dr. Min-Seong Kim
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 100 words) can be sent to the Editorial Office for announcement on this website.

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. Applied Sciences is an international peer-reviewed open access semimonthly 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 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

  • rock engineering
  • extraterrestrial rock mechanics
  • artificial intelligence in rock engineering
  • in situ monitoring
  • underground space development
  • lunar/Mars construction
  • smart sensing technology

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Published Papers (3 papers)

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Research

20 pages, 13269 KiB  
Article
Experimental Investigation on the Effects of Cutting Direction and Joint Spacing on the Cuttability Behaviour of a Conical Pick in Jointed Rock Mass
by Han-Eol Kim, Min-Seong Kim, Wan-Kyu Yoo and Chang-Yong Kim
Appl. Sci. 2025, 15(8), 4347; https://doi.org/10.3390/app15084347 - 15 Apr 2025
Viewed by 234
Abstract
In this study, a series of rock cutting tests was conducted using a conical pick to investigate the effect of joints on roadheader performance. Tests were performed on intact rock and jointed rock mass specimens with three different joint spacings. The results indicate [...] Read more.
In this study, a series of rock cutting tests was conducted using a conical pick to investigate the effect of joints on roadheader performance. Tests were performed on intact rock and jointed rock mass specimens with three different joint spacings. The results indicate that cuttability is enhanced in jointed rock mass compared to intact rock due to the influence of joints on fracture mechanics. When cutting perpendicular to the joint plane, joints shorten the fracture path for rock chip formation, reducing the cutting force (FC). In parallel cutting, the joint plane acts as a barrier to side-crack propagation, leading to a further reduction in FC. The FC and specific energy (SE) were generally lower in parallel cutting than in perpendicular cutting. However, when the cutting depth exceeded 0.2 times the joint spacing and the line spacing surpassed 0.4 times the joint spacing, this trend reversed. This occurred because joints hindered the interaction between adjacent cuts, causing a transition to an unrelieved cutting mode. Additionally, FC and SE increased with joint spacing. When joint spacing reached ten times the cutting depth, their values approached those of intact rock. This suggests that the joint effect becomes negligible. These findings provide a better understanding of the effect of joints on roadheader performance. Full article
(This article belongs to the Special Issue Progress and Challenges of Rock Engineering)
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36 pages, 28924 KiB  
Article
Mechanical Research and Optimization of the Design of an Umbrella-Shaped Enlarged-Head Hollow Grouting Bolt with an Expansion Pipe
by Jiang Xiao, Tongxiaoyu Wang, Youyun Li, Yulin Wang, Yujiang Liu, Boyuan Zhang, Yihui Wang and Yufeng Guo
Appl. Sci. 2025, 15(8), 4182; https://doi.org/10.3390/app15084182 - 10 Apr 2025
Viewed by 196
Abstract
In geotechnical engineering, traditional anchor bolts often have problems such as an insufficient bearing capacity, their ease of loosening, and an unsatisfactory support effect under complex geological conditions (such as soft soil or broken surrounding rock), resulting in it being difficult to guarantee [...] Read more.
In geotechnical engineering, traditional anchor bolts often have problems such as an insufficient bearing capacity, their ease of loosening, and an unsatisfactory support effect under complex geological conditions (such as soft soil or broken surrounding rock), resulting in it being difficult to guarantee engineering stability. In order to solve these problems, this paper studies the supporting performance of a hollow grouting anchor with an umbrella-shaped expansion head with an expansion pipe. Through theoretical analysis, mechanical performance analysis, and experimental analysis, the supporting mechanisms and mechanical characteristics of a hollow grouting anchor with an umbrella-shaped expansion head are systematically discussed. The calculation formula for the maximum pull-out force of the umbrella-shaped expansion head is clarified, and the fixed range of the expansion body section in relation to the loose ring is quantified. Based on the analysis results, the structural parameters and material properties of the bolt were optimized, and the optimization effect was verified by numerical simulation. The results show that the optimized bolt has significantly improved the pull-out bearing capacity, shear resistance, and reinforcement effect on the soil. The maximum pull-out force of the umbrella-shaped expansion head can be increased by up to 35%, and the fixed range of the expansion body section can be expanded by 45%. The research provides an efficient and reliable support solution for geotechnical engineering fields, such as roadway engineering and tunnel engineering, which significantly improves the stability and safety of engineering under complex geological conditions. At the same time, it provides an important theoretical basis and practical reference for the design and construction of similar projects. Full article
(This article belongs to the Special Issue Progress and Challenges of Rock Engineering)
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15 pages, 7442 KiB  
Article
Simulation of Groundwater-Level Behavior in Southeast Region of Korea Induced by 2016 Gyeong-Ju Earthquake Using 2D Hydro-Mechanical Coupled Bonded Particle Modeling
by Hyunjin Cho, Se-Yeong Hamm, Jeoung Seok Yoon, Soo-Gin Kim and Jae-Yeol Cheong
Appl. Sci. 2024, 14(24), 11939; https://doi.org/10.3390/app142411939 - 20 Dec 2024
Viewed by 774
Abstract
This study examines the hydrogeological response to the 12 September 2016 Gyeong-Ju earthquake (ML 5.8) in the southeastern region of the Korean Peninsula. Using 2D hydro-mechanical coupled bonded particle modeling, we simulated the dynamic fault rupture process to analyze stress redistribution and its [...] Read more.
This study examines the hydrogeological response to the 12 September 2016 Gyeong-Ju earthquake (ML 5.8) in the southeastern region of the Korean Peninsula. Using 2D hydro-mechanical coupled bonded particle modeling, we simulated the dynamic fault rupture process to analyze stress redistribution and its impact on pore pressure and groundwater levels (GWLs). The results indicated that compressional areas correlated strongly with pore pressure increases and GWL rises, while extensional areas showed decreases in both. Observations from the groundwater monitoring Well 5 at Gyeong-Ju San-Nae and Well 8 at Gyeong-Ju Cheon-Buk, located approximately 15 km from the earthquake’s epicenter, aligned well with the model’s predictions and interpretation, providing validation for the simulation. These findings highlight the capability of hydro-mechanical models to capture fault-induced hydrological responses and offer valuable insights into the interplay between seismic activity and groundwater systems. Full article
(This article belongs to the Special Issue Progress and Challenges of Rock Engineering)
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