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Review and prospects of shear test of bolted rock joints
Shulin Ren, Fan Yang, Manchao He, Yong Yuan, Zhigang Tao
发布时间:2026-11-10
关键词:Review and prospects of shear test bolted rock joints
摘要:AbstractRock bolting is a critical approach in geotechnical engineering for supporting weak rocks. However, weak structural planes, such as rock joints and faults, can easily cause shear deformation of bolts, leading to large shear deformation failure. So, the shear mechanical properties of bolt anchorage are a crucial aspect of engineering stability. Laboratory tests and numerical simulation m...
阅读全文 PDF 引用Emerging challenges and perspectives in deep underground science and engineering
Emerging challenges and perspectives in deep underground science and engineering
发布时间:2026-11-10
关键词:Emerging challenges and perspectives in deep underground science engineering
摘要:This issue of Deep Underground Science and Engineering (DUSE) publishes 19 high-quality articles. These articles cover a broad range of topics from underground space construction, deep mineral resource mining, and clean energy extraction to rock mechanics, disaster prevention, and artificial intelligence application. These articles highlight emerging challenges and recent advancements in deep u...
阅读全文 PDF 引用Advancing mine pillar design: Evaluating traditional methods and integrating AI for enhanced stability of pillars in the Great Dyke, Zimbabwe
Advancing mine pillar design: Evaluating traditional methods and integrating AI for enhanced stabili
发布时间:2026-11-10
关键词:Advancing mine pillar design Evaluating traditional methods and integrating AI for enhanced stability of pillars in the Great Dyke Zimbabwe
摘要:AbstractMine pillar design plays a crucial role in ensuring the stability and safety of underground mining operations, particularly in geologically and geotechnically complex settings like the Great Dyke of Zimbabwe. Traditional pillar stress determination methods, such as the tributary area method (TAM) and Coates’ method, have been widely applied in room and pillar mining. However, these app...
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Blasting effects of cross-fault deep-buried excavation on adjacent existing tunnel stability
Shaobo Chai, Lianzeng Chai, Chao Meng, Kai Liu, Lang Song, Shaojie Zheng
发布时间:2026-04-30
关键词:Blasting effects of crossfault deepburied excavation on adjacent existing tunnel stability
摘要:AbstractThe vibration caused by blasting excavation of rock mass frequently poses a threat to the stability of adjacent tunnels. Previous research is limited by the simplification of a rock mass as a homogeneous elastic medium, without considering the wave attenuation caused by viscoelasticity and wave separation induced by rock discontinuities, as well as plane waves while neglecting geometric...
阅读全文 PDF 引用Stress analysis of crack characteristic of anthracite under dynamic loading
Yun Bai, Feng Gao, Ning Luo, Zhizhen Zhang, Yue Niu, Shanjie Su
发布时间:2026-04-30
Investigation of the failure characteristics of fissure tunnels under dynamic and static combinations
Peng Ying, Yu Ying, Xiaohan Li, Han Zhao, Kewei Yu, Zheming Zhu, Lei Zhou, Xibin Li
发布时间:2026-04-30
关键词:Investigation of the failure characteristics fissure tunnels under dynamic and static combinations
摘要:AbstractConsidering the expansion of mining operations into increasingly deeper areas, it is imperative to assess the influence of dynamic disturbance loads on the security of deep tunnels. Here, via AUTODYN finite difference software, a numerical analysis of the fracture characteristics of a fractured tunnel was employed under the coupled action of in-situ stress and dynamic disturbance loads....
阅读全文 PDF 引用Strain-based modeling and analysis for rock blasting and geomechanics applications
Ruilin Yang
发布时间:2026-04-30
关键词:Strainbased modeling and analysis for rock blasting geomechanics applications
摘要:AbstractPredicting rock blasting outcomes in mining has been crucial since its inception. Blasting remains the most energy- and cost-efficient method for rock breaking and is often the only practical option. However, the mechanism is complex, influenced by various rock properties, explosives, and blast design parameters, making their effects difficult to quantify. Traditional stress-based model...
阅读全文 PDF 引用A perspective review of applications of the computed tomography (CT) scan imaging technique for microscopic reservoir rock characterization
Achinta Bera, Bharadwaj Shukla, Dhruvikkumar Jogani
发布时间:2026-04-30
关键词:A perspective review of applications the computed tomography CT scan imaging technique for microscopic reservoir rock characterization
摘要:AbstractIn hospitals, a medical computed tomography (CT) scan is used to detect damage to infected areas of the human body. Using this technology, scientists and engineers have found a way to detect the internal pore connections and characterize rock samples of oil and gas reservoirs in the petroleum industry. Nowadays, the micro-CT scan technique is gaining considerable interest in reservoir r...
阅读全文 PDF 引用The world's first continuous small-radius spiral ramp excavated by tunnel boring machine at China's Beishan Underground Laboratory for high-level radioactive waste disposal
Ju Wang, Jianguo Wang, Xingguang Zhao, Jihong Wang
发布时间:2026-04-30
关键词:The worlds first continuous smallradius spiral ramp excavated by tunnel boring machine at Chinas Beishan Underground Laboratory for highlevel radioactive waste disposal
摘要:China has achieved a major engineering milestone in the construction of the Beishan Underground Research Laboratory (URL) for geological disposal of high-level radioactive waste (HLW). On December 26, 2025, the project team successfully completed the excavation of the world's first deep, continuous small-radius, steep spiral ramp by a tunnel boring machine (TBM) named Beishan No. 1, which marke...
阅读全文 PDF 引用A novel technological conception of integrated large-scale CO2 storage, water recovery, geothermal extraction, hydrogen production, and energy storage
Huiling Ci, Bing Bai, Tiancheng Zhang, Hongwu Lei
发布时间:2026-04-30
关键词:A novel technological conception of integrated largescale CO storage water recovery geothermal extraction hydrogen production and energy
摘要:AbstractCarbon capture, utilization, and storage (CCUS) is widely recognized as a technological system capable of achieving large-scale carbon dioxide emission reductions. However, its high costs and potential risks have limited its large-scale implementation. This study focuses on enhancing the economic viability of traditional CCUS by proposing a novel technological concept and system that in...
阅读全文 PDF 引用Overview of geothermal resource exploration and development in North Africa
Meryem Redouane
发布时间:2026-04-30
关键词:Overview of geothermal resource exploration and development in North Africa
摘要:AbstractGeothermal exploration and development in North Africa have advanced significantly, driven by the region's rich geothermal resources and rising energy demand. The countries of Mauritania, Morocco, Algeria, Tunisia, Libya, and Egypt are located near tectonic plate boundaries (African and Eurasian plates), giving them substantial geothermal potential. Various exploration activities, inclu...
阅读全文 PDF 引用Review of artificial intelligence applications in geothermal energy extraction from hot dry rock
Kun Ji, Hong Li, Yu Zhao, Kaoshan Dai, Sai Liu, Chun'an Tang
发布时间:2026-04-30
Challenges, models, and algorithms for flow and transport simulations in deep reservoirs
Tao Zhang, Jie Liu, Shuyu Sun
发布时间:2026-04-30
关键词:Challenges models and algorithms for flow transport simulations in deep reservoirs
摘要:AbstractThe development of deep reservoirs is an emerging topic in the energy industry. This paper analyzes the challenges in simulations of flow and transport in deep reservoirs and introduces models and algorithms aimed at resolving these challenges. A fast, accurate, and robust phase equilibrium model is developed with the aid of deep learning algorithms to accelerate the thermodynamic analy...
阅读全文 PDF 引用Investigation of damage impact on stability and airtightness of lined rock caverns for compressed air energy storage
Hui Zhou, Shuo Zhao, Yang Gao, Muhammad Usman Azhar, Mingming Hu, Songhua Mei, Feng Xiao, Hongliang
发布时间:2026-04-30
关键词:Investigation of damage impact on stability and airtightness lined rock caverns for compressed air energy storage
摘要:AbstractThe lined rock cavern (LRC) compressed air energy storage (CAES) system is currently regarded as one of the most promising methods for large-scale energy storage. However, the safety of LRC under high internal pressure has emerged as a critical issue that restricts their development. While scholars have focused on the safety of LRC under multiphysics field coupling, few have noticed the...
阅读全文 PDF 引用Elastic and elastoplastic analysis of surrounding rock in CAES chambers considering excavation-induced centripetal exponential reduction in mechanical properties
Zeyuan Sun, Cheng Zhao, Jinquan Xing, Ran Huang, Qinyuan Luo, Huiguan Chen, Jialun Niu
发布时间:2026-04-30
关键词:Elastic and elastoplastic analysis of surrounding rock in CAES chambers considering excavationinduced centripetal exponential reduction mechanical properties
摘要:AbstractCurrently, there is a lack of research on the impact of excavation damage on the stability of underground compressed air energy storage (CAES) chambers. This study presents a comprehensive analytical framework for evaluating the elastic and elastoplastic stress fields in CAES chambers surrounding rock, incorporating excavation-induced centripetal reduction of rock stiffness and strength...
阅读全文 PDF 引用Stability analysis of a compressed air energy storage cavern transformed from a horseshoe-shaped roadway in an abandoned coal mine
Rui Sun, Jianguo Wang, Yuejin Zhou, Xiaoji Shang, Chunfai Leung
发布时间:2026-04-30
关键词:Stability analysis of a compressed air energy storage cavern transformed from horseshoeshaped roadway in an abandoned coal mine
摘要:AbstractCompressed air energy storage (CAES) caverns transformed from horseshoe-shaped roadways in abandoned coal mines still face unclear mechanisms of force transfer, especially in the presence of initial damage in the surrounding rock. The shape and size of the initial damage area as well as their effect on cavern stability remain unclear. Due to the complex geometry and multiphysical coupli...
阅读全文 PDF 引用Study on the diffusion and migration law of CO2 sequestrated in abandoned coal mine goaf
发布时间:2026-04-30
关键词:Study on the diffusion and migration law of CO sequestrated in abandoned coal mine goaf
摘要:AbstractThe potential for CO2 sequestration in the goaf of abandoned coal mines is significant due to the extensive fracture spaces and substantial residual coal present. Firstly, the adsorption characteristics of residual coal in goaf on CO2 were studied by the isothermal adsorption test of CO2. Then, to accurately calculate the amount of adsorbed CO2 within the residual coal in the goaf, the ...
阅读全文 PDF 引用Critical technologies in the construction of underground artificial chamber for compressed air energy storage systems
Jifang Wan, Mingyin Li, Rui Zhao, Wendong Ji, Jingcui Li, Maria J. Jurado, Yangqing Sun
发布时间:2026-04-30
关键词:Critical technologies in the construction of underground artificial chamber for compressed air energy storage systems
摘要:AbstractCompressed air energy storage (CAES) has emerged as a grid-scale energy storage linchpin, providing diurnal-to-seasonal timescale energy buffering for renewable power integration. Diverging from conventional salt cavern-dependent approaches, artificial cavern-based CAES unlocks geographical adaptability through engineered underground containment. This study systematically reviews critic...
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Real-time lithology identification while drilling based on drill cuttings image analysis with ensemble learning
Kun Li, Ting Ren, Ningping Yao, Jon Roberts, Haitao Song, Zhongbei Li, Xueqiu He, Liang Zhao
发布时间:2026-03-18
关键词:Realtime lithology identification while drilling based on drill cuttings image analysis with ensemble learning
摘要:AbstractAccurate lithology identification through geological exploration is crucial for hazard risk management during deep underground operations. Artificial intelligence has advanced in image recognition but using it to analyze underground drill cuttings for accurate lithology remains challenging. Issues include imprecise sampling control, harsh environments, and inconsistent image acquisition...
阅读全文 PDF 引用Exploring wave propagation behaviors in rock: A grain-based perspective on mineral structures
Zhiyi Liao, Jiachen Xu, Kai Zhang, Changtai Zhou
发布时间:2026-03-18
关键词:Exploring wave propagation behaviors in rock A grainbased perspective on mineral structures
摘要:AbstractRock, composed of diverse minerals, exhibits macroscopic mechanical properties largely determined by its grain-scale structure, making microscale studies crucial for understanding rock dynamic behavior. This study employs a grain-based model (GBM) within the discrete element method framework, calibrated using Lac du Bonnet granite test results, to investigate wave propagation and attenu...
阅读全文 PDF 引用Motion planning and control of an installation robot for attitude adjustment of arc parts in underground shield tunneling
Quan Xiao, Guofei Xiang, Liang Liao, Lai Wei, Hongli Wang, Songyi Dian
发布时间:2026-03-18
关键词:Motion planning and control of an installation robot for attitude adjustment arc parts in underground shield tunneling
摘要:AbstractThe traditional assembly process of arc parts (box-shaped pieces) in shield tunneling faces significant challenges, including outdated assembly techniques, low assembly precision, and slow construction progress. This study introduces a walk-through assembling robot for arc parts (W-ARa), inspired by the crawling behavior of spiders. W-ARa consists of eight legs, 19 hydraulic cylinders, ...
阅读全文 PDF 引用Critical expansion points: Mechanical signs of surrounding rock instability
Jiaqi Wen, Chang Deng, Haijun Wang, Lei Tang, Jihong Yu
发布时间:2026-03-18
关键词:Critical expansion points Mechanical signs of surrounding rock instability
摘要:AbstractThe stability of surrounding rock in deep underground engineering is often affected by the post-peak zone, where damage characteristics remain insufficiently understood. A thorough investigation into post-peak rock behavior is essential for accurately characterizing the bearing capacity of deep surrounding rock. This study examines the mechanical behavior of surrounding rock in deep-bur...
阅读全文 PDF 引用Dynamic tensile strength and fracture evolution of characteristic shale with bedding and hole using linear regression theory
发布时间:2026-03-18
关键词:Dynamic tensile strength and fracture evolution of characteristic shale with bedding hole using linear regression theory
摘要:AbstractIn methane in situ explosion fracturing technology, it is critical to investigate the effects of bedding characteristics and perforation holes on the dynamic mechanical properties and fracture behavior of shale reservoirs. Dynamic Brazilian splitting experiments were conducted to investigate the effects of the bedding angle and the central aperture on the dynamic mechanical properties a...
阅读全文 PDF 引用A rock brittleness index based on the postpeak energy release rate and damage surface characteristics for brittle hard rock
Biao Wang, Zaobao Liu, Jing Xue, Bo Lu, Wei Zeng, Dengke Zhang
发布时间:2026-03-18
关键词:A rock brittleness index based on the postpeak energy release rate and damage surface characteristics for brittle hard
摘要:AbstractRock brittleness is an important mechanical property that describes damage of rocks. This study proposes a rock brittleness evaluation index considering the postpeak energy release rate and damage surface morphology parameters. The accuracy of the brittleness index is verified by the triaxial direct shear test of granite under different confining pressures. By comparing the accuracy and...
阅读全文 PDF 引用Study on the composite fracture characteristics of filling and reinforcing cracked rock mass after high temperature damage
Shihao Yuan, Qiang Sun, Jianjun Hu, Liwei Zhang, Jishi Geng
发布时间:2026-03-18
关键词:Study on the composite fracture characteristics of filling and reinforcing cracked rock mass after high temperature damage
摘要:Highlights Studying the fracture characteristics and mechanical properties of rock mass joints before and after a high-temperature filling is of great significance for the restoration of buildings and fractured rock mass after a fire. 600°C is the threshold temperature for significant changes in fracture toughness and thermal damage of gabbro samples. In contrast to the unfilled sample, the filled gabbro sample constitutes a unified whole, which is influenced by the pressure resulting from the interaction of the filling cement and the sample. The findings presented in this study provide theoretical guidance for the evaluation of fracture damage of rocks under different loading methods and have application value for the stability of nodular fracture filling in underground engineering.
阅读全文 PDF 引用Modeling and experimental validation of bolt–grout bond–slip behavior for deep underground excavation support
Wenhui Bian, Xiaohui He, Kexue Wang, Yufei Wu, Guoxin Wang, Shaochen Zhang, Jun Yang
发布时间:2026-03-18
关键词:Modeling and experimental validation of boltgrout bondslip behavior for deep underground excavation support
摘要:AbstractThe stability of rock masses in deep underground excavations, such as deep tunnels, shafts, and caverns, critically depends on the mechanical performance of bolt–grout reinforcement systems. In high-stress and complex geological environments, the interfacial bond–slip behavior between bolts and grouting materials governs the load transfer capacity and long-term reliability of the supp...
阅读全文 PDF 引用Analytical stress solution framework for lined compressed air energy storage chambers and its application to safe burial depth determination and supporting effectiveness evaluation
Zeyuan Sun, Cheng Zhao, Jinquan Xing, Qinyuan Luo
发布时间:2026-03-18
关键词:Analytical stress solution framework for lined compressed air energy storage chambers and its application to safe burial depth determination supporting effectiveness evaluation
摘要:Highlights A novel closed-form solution analytically describes the stress distribution in lined compressed air energy storage caverns under coupled asymmetric geostress and high internal pressure. A plasticity criterion-based iterative algorithm determines the minimum safe burial depth while quantifying lining material/thickness impacts. Ultra-high-performance concrete linings demonstrate dual-functional superiority: tensile strain below damage threshold and lower gas permeability.
阅读全文 PDF 引用Fracture evolution of a thick soft protection layer and the water inrush mechanism in overburden under longwall mining
Mengnan Liu, Wei Qiao, Xianggang Cheng, Xiangsheng Meng, Peichao Feng
发布时间:2026-03-18
关键词:Fracture evolution of a thick soft protection layer and the water inrush mechanism in overburden under longwall mining
摘要:AbstractIn the Jurassic coal-bearing strata of western China, thick soft protection layers (TSPLs) are widespread and play a key role in controlling roof water inrush hazards. Understanding their time-dependent deformation and failure mechanisms is essential for hazard prevention. This study combines laboratory creep tests, mechanical modeling, and numerical simulations to investigate the fract...
阅读全文 PDF 引用Shock wave propagation characteristics of aluminum-containing explosive in corrugated steel-lined tunnel
Zhen Wang, Jiayu Peng, Hujun Li, Yuguo Ji, Shuobiao Li, Guokai Zhang
发布时间:2026-03-18
关键词:Shock wave propagation characteristics of aluminumcontaining explosive in corrugated steellined tunnel
摘要:AbstractAluminum-containing explosives (AE) pose significantly enhanced blast hazards compared to conventional explosives due to their aluminum-driven aftercombustion effects. This study systematically investigates the shock wave propagation characteristics of AE in both corrugated steel-lined tunnel (CSLT) and conventional concrete tunnel (CT) through combined experimental and theoretical anal...
阅读全文 PDF 引用Mechanistic insights across curing regimes for enzymatic and biopolymer-optimized reinforcement in rock masses
Mary C. Ngoma, Oladoyin Kolawole
发布时间:2026-03-18
关键词:Mechanistic insights across curing regimes for enzymatic and biopolymeroptimized reinforcement in rock masses
摘要:Highlights This study investigates how curing regimes influence the behavior of biocemented underground rock masses. Biopolymer-modified enzymatic precipitation boosts stiffness (+187%) and strength (+210%) in treated rock specimens. Biocementation curing at low temperatures yields greater rock reinforcement than high-temperature curing. Biopolymer addition enhances temperature sensitivity in biocementation performance. Modulus ratio is more affected by biocementation type than by curing temperature in biocemented rocks.
阅读全文 PDF 引用Performance assessment of a potential underground thermal storage facility: Case study of the closed mine Prosper-Haniel in the Ruhr coal mining area in Germany
Dmytro Rudakov, Oleksandr Inkin
发布时间:2026-03-17
关键词:Performance assessment of a potential underground thermal storage facility Case study the closed mine ProsperHaniel in Ruhr coal mining area Germany
摘要:Highlights Available mining infrastructure provides opportunities for seasonal heat storage. A seasonal storage facility may operate using the communicating vessel principle. Rock–water heat exchange does not significantly affect storage efficiency. Solar heat seasonally stored underground can be recovered by 38%–45%.
阅读全文 PDF 引用Advancing mine pillar design: Evaluating traditional methods and integrating AI for enhanced stability of pillars in the Great Dyke, Zimbabwe
Tawanda Zvarivadza, Hendrik Grobler, Peter Apata Olubambi, Moshood Onifade, Manoj Khandelwal
发布时间:2026-03-17
关键词:Advancing mine pillar design Evaluating traditional methods and integrating AI for enhanced stability of pillars in the Great Dyke Zimbabwe
摘要:Highlights This study assesses the limitations of the tributary area method and Coates’ method in accurately estimating pillar stress under complex geotechnical conditions. This study identifies oversimplifications in TAM and Coates’ method, including assumptions of uniform load distribution and neglect of mining-induced stress redistribution. This study emphasizes the need for numerical model calibration and real-time monitoring to account for heterogeneous and anisotropic conditions in the Great Dyke. This study proposes integrating AI-driven predictive frameworks and hybrid modeling approaches to enhance pillar design reliability. This study highlights the significance of stress redistribution, time-dependent failure mechanisms, and geological discontinuities in pillar design. This study advocates combining empirical, numerical, and AI-based methods to optimize resource extraction while minimizing failure risks.
阅读全文 PDF 引用Research progress and current status of dynamic wave propagation characteristics in rock mass: A review
Jiajun Shu, Tao Li, Ruiqi Yuan, Yue Li, Bingni Wu, Bo Liu, Zhengding Deng, Galindo Rubén, Fausto Mol
发布时间:2026-03-17
关键词:Research progress and current status of dynamic wave propagation characteristics in rock mass A review
摘要:Highlights Velocity, dispersion, and attenuation propagation properties of waves are summarized. Several factors affecting wave propagation are summarized. Wave propagation in special geologies is summarized.
阅读全文 PDF 引用
- 1Frictional Stability of Longmaxi Shale Gouges and Implications for Deep Seismic Potential in the Southeastern Sichuan Basin 2Mineralogy, microstructures and geomechanics of rock salt for underground gas storage 3Additive manufacturing technology in mining engineering research 4The theory of compression–shear coupled composite wavepropagation in rock 5High-performance computing of 3D blasting wave propagation in underground rock cavern by using 4D-LSM on TianHe-3 prototype E class supercomputer 6Influence of cooling speed on the physical and mechanical properties of granite in geothermal-related engineering 7Grouting theories and technologies for the reinforcement of fractured rocks surrounding deep roadways 8Development of urban underground space in coastal cities in China: A review 9Seabed structures and foundations related to deep-sea resource development: A review based on design and research 10Potential triggers for large earthquakes in open-pit mines: A case study from Kuzbass, Siberia
- 1Frictional Stability of Longmaxi Shale Gouges and Implications for Deep Seismic Potential in the Southeastern Sichuan Basin 2Influence of cooling speed on the physical and mechanical properties of granite in geothermal-related engineering 3Development of urban underground space in coastal cities in China: A review 4Grouting theories and technologies for the reinforcement of fractured rocks surrounding deep roadways 5Mineralogy, microstructures and geomechanics of rock salt for underground gas storage 6A multiphysical-geochemical coupling model for caprock sealing efficiency in CO2 geosequestration 7Advancing deep underground research through integration of engineering and science 8Numerical simulation of zonal disintegration of surrounding rock in the deep-buried chamber 9Seabed structures and foundations related to deep-sea resource development: A review based on design and research 10Stress wave propagation and incompatible deformation mechanisms in rock discontinuity interfaces in deep-buried tunnels
