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Advancing Sustainability in Rock Mechanics and Underground Engineering

A special issue of Sustainability (ISSN 2071-1050). This special issue belongs to the section "Sustainable Engineering and Science".

Deadline for manuscript submissions: 21 January 2025 | Viewed by 4639

Special Issue Editors


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Guest Editor
Mining Exploitation Department, EIMEM, University of Oviedo, 33003 Oviedo, Spain
Interests: mining engineering; advanced excavation techniques; rock mechanics; forensic analysis; underground modelling and monitoring
Special Issues, Collections and Topics in MDPI journals

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Guest Editor
Department of Geotechnical and Geological Engineering, Universitat Politècnica de València, 46022 Valencia, Spain
Interests: civil engineering; innovative drilling methods; rock mechanics; forensic analysis; underground modelling and monitoring

Special Issue Information

Dear Colleagues,

We would like to invite you to contribute to a Special Issue of Sustainability journal that will be dedicated to present the most recent advances in sustainability in Rock Mechanics and Underground Engineering.

Underground infrastructures are increasingly in demand as a solution to cope with the growing development of transport infrastructures, industrial facilities and urban sprawl. Occupying underground space frees up surface space, which is of greater economic, social and environmental value. On the other hand, the productive sector requires the mining sector to extract and process raw materials in an economically profitable way, while at the same time being subject to greater environmental and social pressures.

The growing demand for underground space and the pressures on the mining sector require innovative tools and processes that contribute to greater sustainability. The industry must achieve greater economic efficiencies and lower environmental costs, as well as consider the suitability and reuse of existing underground spaces. For all these reasons, there is growing interest from industry and researchers in advancing towards greater sustainability in the planning and construction of infrastructure and the exploitation of mining resources.

The scope of this Special Issue is to gather original fundamental and applied research concerning experimental, theoretical, computational, and case studies that contribute towards sustainable underground construction and mining. The topics include, but are not limited to the following:

  • New calculation models for a more efficient and sustainable use of materials;
  • Reuse and recycling of materials for use in lining, drainage, earthworks or any other elements necessary for the construction of underground infrastructures;
  • Innovative drilling and excavation techniques that contribute to a lower carbon footprint;
  • Use of sustainable blasting technics, including biodegradable explosives and low-vibration solutions;
  • New laboratory test methods to estimate the behaviour of materials that contribute to a lower carbon footprint in underground excavations;
  • Innovative techniques to reduce impacts on the surface and aquifers, including advanced or innovative sensorization and modelling;
  • Big data and BIM to optimise the project-build-operate process of underground infrastructures, including the use of digital twins;
  • Transition to electric equipment and machinery that contribute to lower emissions of polluting gases, and the analysis of risks associated with its use in underground excavations;
  • Exploitation of underground spaces for use in clean energy storage;
  • Solutions for the exploration and production of geothermal energy with low environmental impact based on Rock Mechanics.

We look forward to receiving your contributions.

Prof. Dr. Martina Inmaculada Álvarez Fernández
Dr. Víctor Martínez-Ibáñez
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. Sustainability 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

  • sustainable tunnelling and mining
  • reused and recycled materials
  • efficient drilling
  • sustainable blasting techniques
  • innovative laboratory techniques
  • aquifer preservation
  • innovative sensors
  • big data analytics
  • Building Information Modelling (BIM)
  • digital twin
  • electric equipment
  • risk analysis
  • clean energy storage
  • geothermal energy

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Published Papers (4 papers)

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Research

17 pages, 7664 KiB  
Article
Effects of Olivine Alteration on Micro-Internal Structure and Geomechanical Properties of Basalts and Strength Prediction in These Rocks
by Kadir Karaman and Hasan Kolaylı
Sustainability 2024, 16(13), 5490; https://doi.org/10.3390/su16135490 - 27 Jun 2024
Viewed by 894
Abstract
Understanding the variations of the geomechanical properties of rocks in geotechnical projects from the perspective of their micro-structures and alteration conditions is crucial for ensuring the safety and long-term sustainability of rock engineering (e.g., tunnels, slopes, mining). This study was carried out on [...] Read more.
Understanding the variations of the geomechanical properties of rocks in geotechnical projects from the perspective of their micro-structures and alteration conditions is crucial for ensuring the safety and long-term sustainability of rock engineering (e.g., tunnels, slopes, mining). This study was carried out on basaltic rocks from the Akcakale and Mersin vicinities in Trabzon City to investigate the geomechanical and mineralogical properties in comparison with the uniaxial compressive strength (UCS). This study was conducted in three different locations (A1, M2, and M3) where the basaltic rocks outcrop belongs to the same lithological formation. During this study, quite different results were obtained from the basalt samples taken from different sites and the reasons for these differences were examined by petrographic, SEM (Scanning Electron Microscopy), and EDS (Energy Dispersive Spectroscopy) analyses. Since the number of comprehensive studies on basalts is very limited, this study aims to investigate practical and useful equations in the estimation of the UCS for various alteration conditions. Statistically, significant relationships were observed between geomechanical properties with the UCS and serpentinization rate (SR). This study revealed that the serpentinization of the olivine mineral is the most important factor causing the differences in the experimental results. The proposed equations for estimating the UCS are particularly significant for geotechnical applications where direct sampling is challenging, such as in weak-rock environments. Full article
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23 pages, 4604 KiB  
Article
In Situ Stress Paths Applied in Rock Strength Characterisation Result in a More Correct and Sustainable Design
by Andre Vervoort
Sustainability 2024, 16(11), 4711; https://doi.org/10.3390/su16114711 - 31 May 2024
Viewed by 788
Abstract
Rock strength is an essential parameter in the design of any underground excavation, and it has become even more relevant as the focus increasingly shifts to sustainable excavations. The heterogeneous nature of rock material makes characterising the strength of rocks a difficult and [...] Read more.
Rock strength is an essential parameter in the design of any underground excavation, and it has become even more relevant as the focus increasingly shifts to sustainable excavations. The heterogeneous nature of rock material makes characterising the strength of rocks a difficult and challenging task. The research results presented in this article compare the impact on the strength when the classic stress paths in laboratory experiments are applied versus when in situ stress paths would be applied. In most laboratory experiments, the rock specimens are free of stress at the beginning of the tests, and the load is increased systematically until failure occurs. Opposite paths occur around an underground excavation; that is, the rock is in equilibrium under a triaxial stress state and at least one stress component decreases while another component may increase. Based on discrete element simulations, the research shows that different stress paths result in different failure envelopes. The impact of this finding is evaluated in the application of wellbore stability (e.g., the minimum or maximum mud weight), whereby it is concluded that failure envelopes, based on stress paths closer to the in situ stress paths, result in a more accurate design. Although the most critical location along the circumference is not different, the required density of the mud is significantly different if the rock strength criteria are based on the more realistic in situ stress paths. This means that a change in the way the strength of rocks is characterised improves the sustainable design of all underground excavations. Full article
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16 pages, 5478 KiB  
Article
Study of the Effect of Seepage–Cyclic Load Coupling Disturbance on the Physical Field in Old Urban Underground Spaces
by Jinghu Yang, Ye Cheng, Dawei Cui, Zewei Zhang, Bo Zhang and Yixiong Gan
Sustainability 2024, 16(9), 3588; https://doi.org/10.3390/su16093588 - 24 Apr 2024
Viewed by 1205
Abstract
The safety and sustainability of urban underground spaces have become crucial considerations in development projects. Seepage and cyclic loads are the principal reasons for the instability and failure of old underground space structures. This study investigates the variations in physical fields of underground [...] Read more.
The safety and sustainability of urban underground spaces have become crucial considerations in development projects. Seepage and cyclic loads are the principal reasons for the instability and failure of old underground space structures. This study investigates the variations in physical fields of underground spaces in cities under the coupling disturbance of seepage and cyclic loads, focusing on underground civil air defense engineering in Beijing as a case study. Different seepage conditions and the effects of seepage–cyclic load coupling were simulated using the numerical calculation software Plaxis 3D V20. The results show that change in groundwater can affect the deformation of underground space, and the severity is related to the quantity and intersection state of tunnels, the location of rivers above, and the strength of materials. The coupling effect of seepage–cyclic load on urban underground space structures is more serious than that of a single percolation. Decrease in material strength and high traffic loads are the principal reasons for the failure of underground structures. A 30% decrease in material strength causes the displacement to increase almost 1.5 times, and maximum displacement under different traffic loads can vary by 3 times. This study holds significant implications for the design, maintenance, and engineering management of underground spaces, emphasizing the importance of sustainable practices in urban development and infrastructure. Full article
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16 pages, 22237 KiB  
Article
A New SJ* Value Based on Sievers’ J-Miniature Drill Tests to Determine the Drillability of Limestones
by Víctor Martínez-Ibáñez, María Elvira Garrido, Carlos Hidalgo Signes, Roberto Tomás and Martina-Inmaculada Álvarez-Fernández
Sustainability 2024, 16(1), 8; https://doi.org/10.3390/su16010008 - 19 Dec 2023
Cited by 1 | Viewed by 1040
Abstract
This research presents a new drillability value (SJ*) that corrects the most-used Sievers’ J-value (SJ) by removing the accommodation effect of the drill bit in the first tenths of a millimetre to better represent the real drillability of limestones. Moreover, this research demonstrates [...] Read more.
This research presents a new drillability value (SJ*) that corrects the most-used Sievers’ J-value (SJ) by removing the accommodation effect of the drill bit in the first tenths of a millimetre to better represent the real drillability of limestones. Moreover, this research demonstrates how such an effect is more notable when porosity and micro-cracking increase, which in this study has been achieved by inducing thermal damage in the samples. To do so, limestone samples from the Prada formation were subjected to temperatures of 105, 300 and 600 °C and then cooled at fast and slow rates to induce porosity and micro-cracking. Two characteristic zones were identified in the penetration–time plots: (a) a shallow region (Zone 1) with a variable drilling rate including an initial peak and (b) a deeper region (Zone 2) where the drilling rate stabilises. These drilling rates increase with thermally induced porosity and micro-cracking, and the authors propose a new method to delimit Zones 1 and 2. Zone 1 is attributed to the time it takes for the drill bit to adjust and settle in the rock surface, while Zone 2 more realistically represents the drillability of the material. The above influences the SJ value derived from Sievers’ J-miniature drill tests, so a new drillability value SJ* is proposed that corrects SJ by excluding Zone 1 and giving more weight to Zone 2. The novel SJ* presented in this research constitutes a more accurate tool to assess and predict the drilling performance in limestones. Full article
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