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Intelligent Prediction and Performance Optimization for Deep Underground Resource Excavation Process

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

Deadline for manuscript submissions: 10 February 2026 | Viewed by 2569

Special Issue Editors


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Guest Editor
School of Energy and Materials Engineering, Taiyuan University of Science and Technology, Taiyuan 030021, China
Interests: energy (oil/gas/hydrogen/CO₂) storage in underground space; mining tunnels; fracture mechanics; solid-fluid thermal coupling
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Guest Editor
TU Bergakademie Freiberg, Institute of Geotechnics, 09599 Freiberg, Germany
Interests: transport in porous media; coupled processes; unsaturated soils; expansive geo-materials; numerical modeling; machine learning
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Guest Editor
School of Mechanical Engineering, Taiyuan University of Science and Technology, Taiyuan 030024, China
Interests: theory and technology of high quality metal composite plate rolling; key technology of energy saving and consumption reduction of green mine grinding equipment; structure and properties of micro- and nano-scale materials under multi-field coupling conditions
Special Issues, Collections and Topics in MDPI journals

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Guest Editor
School of Aerospace and Mechanical Engineering, Changzhou Institute of Technology, Changzhou, China
Interests: microstructure control and precise plastic forming of light metal and superalloy materials
Special Issues, Collections and Topics in MDPI journals

Special Issue Information

Dear Colleagues,

As global energy demands continue to grow, the scope of deep underground resource extraction is expanding, making improvements in tunnel excavation efficiency a core concern in the fields of mining and civil engineering. The performance of heavy tunneling machines, which are critical in the mechanized excavation of coal and rock tunnels, directly affects the efficiency and stability of the entire tunneling process. During rock breaking, the cutting tools of the tunneling machine induce stress concentration around the tool tip, leading to crack propagation and ultimately resulting in rock fragmentation under combined shear and tensile forces. This complex rock-breaking process is influenced by numerous factors, including cutting parameters (e.g., cutting speed, oscillation frequency, drilling rate, cutting depth, cutting angle, and installation angle), as well as the dynamic physical and mechanical properties of the rock.

However, the interaction mechanisms between the cutting tools of heavy tunneling machines and deep rock formations are highly complex and difficult to precisely understand. This often leads to the rapid wear of machine components, reduced tool life, and decreased tunneling efficiency. Under varying cutting parameters and rock conditions, including different rock strengths and in situ stress states, significant changes occur in cutting resistance, cutting force, surface stress/strain distribution, thermal field, and wear characteristics of cutting tools. These changes not only affect tool performance, such as rock-breaking capacity, penetration depth, and rock fragment size distribution, but also have a direct impact on overall rock-breaking efficiency.

To address these critical challenges, this Special Issue aims to focus on exploring the intricate mapping relationships between the cutting parameters of heavy tunneling machines and the dynamic physical and mechanical properties of deep rock formations. It will also delve into the rock-breaking mechanisms of cutting tools under various operational conditions. Special attention will be paid to the application of artificial intelligence (AI) and machine learning (ML) techniques in developing precise mathematical models that describe the interaction between cutting tools and deep rock formations. By analyzing extensive experimental data, numerical simulation results, and field data, intelligent predictions of cutting tool performance under different conditions can be made, and operational parameters can be optimized to significantly enhance the efficiency, stability, and longevity of heavy tunneling machines.

Specific research areas include, but are not limited to, the following:

  1. Study of macro- and micro-scale fracture and damage characteristics of rocks under cyclic dynamic loading conditions.
  2. Investigation of macro- and micro-scale fracture and damage characteristics of cutting tools and metallic materials under cyclic dynamic loading conditions.
  3. Analysis of cutting force, surface temperature, surface stress/strain distribution, and wear characteristics during the interaction between cutting tools and rocks.
  4. Development of interaction mapping models between cutting parameters of heavy rock tunneling machine tools and the dynamic physical and mechanical properties of rocks.
  5. Numerical simulation and optimization of cutting parameters during coal and rock tunneling processes.
  6. Dynamics analysis and optimization techniques for tunneling machine cutting tools.
  7. Modeling studies on the impact fracture and damage of rocks and metallic materials.
  8. Intelligent monitoring and prediction of tool wear states based on deep learning.
  9. Adaptive optimization systems for cutting parameters of tunneling machines based on reinforcement learning.

You may choose our Joint Special Issue in Processes.

Dr. Tao Meng
Dr. Gan Feng
Dr. Reza Taherdangkoo
Dr. Guanghui Zhao
Prof. Dr. Tingzhuang Han
Guest Editors

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

  • rocks
  • materials
  • mining

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Published Papers (2 papers)

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Research

11 pages, 3911 KiB  
Article
Innovation and Application of Cluster Edge Buttons of DTH Hammer Drill Bit in Large-Diameter Geothermal Well with High-Strength Rock
by Hongyu Ye, Haoyu Yu, Shengyu He, Longjun Tian, Xiuhua Zheng and Changgen Bu
Appl. Sci. 2024, 14(23), 11184; https://doi.org/10.3390/app142311184 - 30 Nov 2024
Viewed by 1057
Abstract
Down-the-hole (DTH) hammer drilling has high rock-breaking efficiency and a decisive advantage in hard rock drilling, which can reduce the cost of geothermal drilling. However, when the drill bit rotation speed and the DTH percussion frequency do not match properly, especially when the [...] Read more.
Down-the-hole (DTH) hammer drilling has high rock-breaking efficiency and a decisive advantage in hard rock drilling, which can reduce the cost of geothermal drilling. However, when the drill bit rotation speed and the DTH percussion frequency do not match properly, especially when the drill bit diameter is large and the ball button diameter is small, while drilling a high-strength formation, the edge buttons of the drill bit are prone to fracture and break, leading to the failure of the drill bit and a significant reduction in its lifespan. This paper investigates the failure modes firstly, then analyzes the failure mechanism of the large-diameter DTH bit, and finally proposes a novel method of cluster edge buttons of the DTH hammer drill bit in a large-diameter geothermal well with high-strength rock. The drill bit has been tested in a high-compressive-strength formation, and we will continue to do more testing and research in various geological conditions. Field application shows that this technology significantly improves the bit life and drilling efficiency and reduces the drilling costs. Full article
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19 pages, 4147 KiB  
Article
Research on Section Coal Pillar Deformation Prediction Based on Fiber Optic Sensing Monitoring and Machine Learning Algorithms
by Dingding Zhang, Yu Wang, Jianfeng Yang, Dengyan Gao and Jing Chai
Appl. Sci. 2024, 14(20), 9347; https://doi.org/10.3390/app14209347 - 14 Oct 2024
Viewed by 1016
Abstract
The mining face under the close coal seam group is affected by the superposition of the concentrated stress of the overlying residual diagonally intersecting coal pillar and the mining stress, which can easily cause the instability and damage of the section coal pillars [...] Read more.
The mining face under the close coal seam group is affected by the superposition of the concentrated stress of the overlying residual diagonally intersecting coal pillar and the mining stress, which can easily cause the instability and damage of the section coal pillars during the process of mining back to the downward face. Additionally, the traditional methods of monitoring such as numerical simulation, drilling peeping, and acoustic emission fail to realize the real-time and accurate deformation monitoring of the internal deformation of the section coal pillars. The introduction of the drill-hole-implanted fiber-optic grating monitoring method can realize real-time deformation monitoring for the whole area inside the coal pillar, which solves the short board problem of coal pillar deformation monitoring. However, fiber-optic monitoring is easily disturbed by the external environment, which is especially sensitive to the background noise of the complex underground mining environment. Therefore, taking the live chicken and rabbit well of Shaanxi Daliuta Coal Mine as the engineering background, the ensemble empirical modal decomposition (EEMD) is introduced for primary noise reduction and signal reconstruction by the threshold determination (DE) algorithm, and then the singular matrix decomposition (SVD) is introduced for secondary noise reduction. Finally, a machine learning algorithm is combined with the noise reduction algorithm for the prediction of the fiber grating strain signals of coal pillar in a zone, and DBO-LSTM-BP is constructed as the prediction model. The experimental results demonstrate that compared with the other two noise reduction prediction models, the SNR of the EEMD-DE-SVD-DBO-LSTM-BP model is improved by 0.8–2.3 dB on average, and the prediction accuracy is in the range of 88–99%, which realizes the over-advanced prediction of the deformation state of the coal column in the section. Full article
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