Author Correction: The role of mineralogical and textural complexity in the damage evolution of brittle rocks by Özge Dinç Göğüş, Elif Avşar, Kayhan Develi, Ayten Çalık

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Corrigendum to “Experimental and Numerical Investigations on Feasibility and Validity of Prismatic Rock Specimen in SHPB” by Xibing Li, Tao Zhou, Diyuan Li, Zewei Wang

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The Application of Intuitionistic Fuzzy Set-TOPSIS Model on the Level Assessment of the Surrounding Rocks by Xin-bao Gu, Ying Ma, Qi-hong Wu, Yang-bing Liu

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Biot Theory Yields a Specific Storage Coefficient With Natural Deformation of Rock by Guangquan Li, Simeng Yang, Li Wang

“…Consequently, Ss is irrelevant to the shear modulus of rock (G). In this paper, the Biot theory is used to derive a new specific storage coefficient (Ss∗) with the natural deformation of rock. …”
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Oscillations Control of Rocking-Block-Type Buildings by the Addition of a Tuned Pendulum by Luca Collini, Rinaldo Garziera, Kseniia Riabova, Mariya Munitsyna, Alessandro Tasora

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Instantaneous Rock Blasting Wave and Its Microscopic Characteristics during Interaction with Concrete by Shaoqin Huang, Lifeng Luan, Wanli Xing, Qunyi Liu

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A Review on Anti-Dip Bedding Rock Slopes Subjected to Flexural Toppling by Xin Qu, Fangfang Diao, Xingqian Xu, Cheng Li

“…Flexural toppling is typically observed in anti-dip bedding rock slopes with a set of steeply dipping parallel joints against the slope face. …”
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A Damaged Constitutive Model for Rock under Dynamic and High Stress State by Yan-Long Li, Zong-Yuan Ma

“…A damaged elastoplastic model (DEPM) is established for the investigation and prediction of static or dynamic mechanical behavior of rock material. The mechanical behavior (brittleness or plasticity) and dynamic response (due to underground impact pressure and high-velocity impact of projectile) of rock under high in situ stress were investigated via the DEPM combined with the explicit finite element method. …”
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Experimental Study on Deformation Law of Rectangular Roadway in Horizontal Layered Rock Mass by Dinggui Hou, Yunying Zhou, Jingxiang Wang

“…The deformation characteristics of surrounding rock in layered rock roadway were observed by video image and digital image correlation method (DIC). …”
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Numerical Analysis of Dynamic Evolution Characteristics of a Large Rock Landslide in Tangjiashan by Zhenyu Wang, Gaowei Yue, Haixiao Lin, Minmin Li

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Stability Analysis of Jointed Rock Cutting Slope Based on Discrete Element Method by Wei Zhu, Liang Gao, Yingai Zhao, Chao Yang, Wei Sun, Pengqiang Yu

“…In this study, in order to reveal the instability process and mechanism of rock slopes from a microscale perspective, the DEM simulations for rocky slopes of the K88 + 400∼K88 + 540 section of Zhongkai Expressway are carried out considering the influence of joints. …”
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Anchor Dragging Analysis of Rock-Berm Using Smoothed Particle Hydrodynamics Method by Jinho Woo, Dongha Kim, Won-Bae Na

“…This study presents dynamic responses of rock-berm structural system under anchor dragging and accordingly provides the characteristics of the stresses and displacements obtained. …”
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Study on Nonlinear Damage Creep Model for Rocks under Cyclic Loading and Unloading by Liangliang Zhang, Xiaojian Wang

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Investigation of the Models of Flow through Fractured Rock Masses Based on Borehole Data by Long Tan, Wei Xiang, Jin Luo, Qingbing Liu, Xu Zuo

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Experimental Research on Internal Behaviors of Caved Rocks under the Uniaxial Confined Compression by Yu-jiang Zhang, Guo-rui Feng, Ting-ye Qi

“…As main composition of longwall gob, caved rocks’ behaviors and their impacts under compression crucially influence strata control, subsidence, associated resources extraction, and many other aspects. …”
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Study on Rock-Breaking Depth and Damage Area under Particle Jet Impact by Fushen Ren, Tiancheng Fang, Xiaoze Cheng

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Deformation Mechanism and Support Technology of Deep and High-Stress Soft Rock Roadway by Lujing Zheng, Yujun Zuo, Yafei Hu, Wei Wu

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Modeling of Shear Crack Propagation in Rock Masses Using Mesh-Free LRPIM by Qingbo Li, Nengxiong Xu, Weifeng Wan, Yazhe Li

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Second order sliding mode control with proportional integral observer for wing rock by Ahmad Mahmood, Jamshed Iqbal

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Scale Dependence of Waviness and Unevenness of Natural Rock Joints through Fractal Analysis by Yingchun Li, Shengyue Sun, Hongwei Yang

“…No obvious stationarity threshold has been found for the three rock joint samples, indicating the surface roughness of natural rock joints should be quantified at the scale of the rock mass in the field.…”
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