Automatic Rock Classification Algorithm Based on Ensemble Residual Network and Merged Region Extraction by Chenlu Guo, Zhiyuan Li

“…Lithology identification of rocks is an important part in the field of oil and gas exploration, mineral exploration, and geological analysis. …”
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Research on the Deformation Mechanism of Mining Roadway Stratiform Surrounding Rock with Nonuniform Stress Field by Yongxin Sun

“…Aiming at the failure problems of mining roadway stratiform surrounding rock influenced by asymmetrical high stress, firstly, the rock instability conditions of different structural plane angles were summarized based on the mechanical model of rock joints and instability criterion. …”
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Influence of Base Rock Deterioration on Tunnel Bottom Structure Damage under Train Excitation by Zi-Qiang Li, Wei-Wei Huang, Zheng Li, Jian-Wen Feng, Hang Zhang, Qi Li

“…When the surrounding rock is a partial cavity, the damage to the bottom structure intensifies and develops toward the surrounding rock’s deterioration position. …”
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Study on Deflection of Surrounding Rock Force Chain and Disaster Mechanism of Instability in Deep Stope by Guang-Xiang Xie, Anying Yuan, Lei Wang

“…The stability of the shell determines the stability of the surrounding rock, and the instability of the shell will lead to dynamic disasters such as strong dynamic pressure or rock burst.…”
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Height of Mining-Induced Fractured Zones in Overlying Strata and Permeability of Rock with Nonpenetrative Fractures by Yu Liu, Qimeng Liu, Wenping Li, Youbiao Hu

“…The characteristics of fractured rock within NFZ and the determination method of its height were studied. …”
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Study on the Variation Rule and Characteristics of Pore Water Pressure in the Failure Process of Saturated Rock by Yuezheng Zhang

“…With the development of tunnels and other engineering constructions into the deep strata, rock masses are more prone to dynamic damage such as rock bursts under in situ conditions and excavation disturbances. …”
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Evaluation and Application of Surrounding Rock Stability Based on the Improved Weighting Multidimensional Cloud Model by Jing Long Li, Chao Yuan, Bo Zhang, Bin Sui

“…Aiming at the uncertainty in the existing tunnel surrounding rock stability evaluation methods and the inability to make scientific explanations in the process of determining the weights of multiple evaluation indicators, this paper combines subjective weighting based on the nonlinear characteristics of the surrounding rock stability evaluation criteria. …”
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Study on Mechanical Response and Stability Algorithm of Soft and Hard Rock Interbedded Slope Excavation by Qingyang Ren, Xin Meng

“…The research shows that, during the excavation, the distribution characteristics of stress, strain, plastic zone, and horizontal displacement along the bedding plane are obvious; the stress is concentrated in the hard rock layer; however, the strain and plastic zone are concentrated in the soft rock layer. …”
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Scaling of fractured rock flow. Proposition of indicators for selection of DFN based flow models by Davy, Philippe, Le Goc, Romain, Darcel, Caroline, Selroos, Jan-Olof

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Fracturing of the Soft Rock Surrounding a Roadway Subjected to Mining at Kouzidong Coal Mine by Zhili Su, Wenbing Xie, Shengguo Jing, Xingkai Wang, Qingteng Tang

“…The fracture development and distribution around the deep soft rock roadway are pivotal to any underground design. …”
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Analysis of Surrounding Rock Creep Effect on the Long-Term Stability of Tunnel Secondary Lining by Xiaoqian Zhang, Chengmin Wei, Heng Zhang

“…The secondary lining failure of deep buried soft rock tunnel often occurs, which is obviously related to the time factor. …”
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No domínio do Rock: da antologia à ontologia de um gênero musical by Gustavo Saba Serra, Juliana Horta de Assis Pinto

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Uniaxial Compression Mechanical Analysis of Cylindrical Rock Specimens Based on Space Axisymmetric Problem by Jianguang Li, Yanchun Wang, Chuanqi Su

“…The common failure forms in the uniaxial compression test of standard cylindrical rock specimens are symmetric cone failure and splitting failure. …”
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Petrology of Oligocene Lalehzar igneous rocks in the southeast of Saveh-Naein-Jiroft magmatic belt by Fatemeh Sepidbar, Bahareh Borouzi Niyat

“…Lalehzar igneous rocks are located in the southeast of Iran, the SE of Saveh-Naein-Jiroft magmatic belt. …”
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Corrigendum to “A Review of Critical Conditions for the Onset of Nonlinear Fluid Flow in Rock Fractures” by Liyuan Yu, Richeng Liu, Yujing Jiang

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Diffusively-Coupled Rock-Paper-Scissors Game with Mutation in Scale-Free Hierarchical Networks by Takashi Nagatani, Genki Ichinose

“…We present a metapopulation dynamic model for the diffusively-coupled rock-paper-scissors (RPS) game with mutation in scale-free hierarchical networks. …”
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Investigation of Relation between Fracture Scale and Acoustic Emission Time-Frequency Parameters in Rocks by Junwen Zhang

“…The evaluation model of rock fracture scale based on AE energy and dominant-frequency was established by using the intrinsic relation between the scale of rock fracture and the time-frequency parameters of rock mass. …”
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Experimental Study on the Effect of Compaction Work and Defect on the Strength of Soil-Rock Mixture Subgrade by Xin Yan, Wei Zhan, Zhi Hu, Yiqiang Yu, Danqiang Xiao

“…Soil-rock mixture is a common filling material for earth dam and subgrade. …”
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Research on Mechanical Properties and Macroscopic Fracture Evolution of Rock with Different Joint Plane Features by Yongjiang Yu, Jingjing Liu, Pengbo Wang, Yuntao Yang, Shangqing Zhao

“…To analyze the safety of geological engineering, experimental research on the mechanical properties of the rock joint plane is critical. In this paper, triaxial compression tests are carried out on rock specimens with the different prefabricated joint planes, including different dip angles, roughness, confining pressure and surrounding rock strength, and the strength characteristics, failure modes, stress evolution laws, and crack propagation laws are revealed. …”
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Nonlinear Seismic Response Based on Different Site Types: Soft Soil and Rock Strata by Meng Xiao, Jie Cui, Ya-dong Li, Van-Quang Nguyen

“…The amplification effect is more obvious in rock layer sites under strong earthquakes, and the “weakening” effect of soft soil sites is more obvious. …”
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