Bearing characteristics and damage rules of regenerated rock mass by Ping Wang, Zilong Zeng, Yingming Li, Hongbo Liao, Jianhua Lv, Haijun Guo

Subjects: “…Regenerated rock mass…”
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Loading History Effect on Stress Relaxation of Rock Joints by Guanghui Tian, Weijian Liu, Haohao Ma, Qingzhao Zhang

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Research on the Resonance Characteristics of Rock under Harmonic Excitation by Siqi Li, Shenglei Tian, Wei Li, Tie Yan, Fuqing Bi

“…In order to study the resonance characteristics of rock under harmonic excitation, two vibration models have been presented to estimate the natural frequency of rock encountered during the drilling. …”
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Researches on Damage Evolution and Acoustic Emission Characteristics of Rocks by Yong Chen, Yugui Yang, Feng Gao, Xiangxiang Zhang

“…Mechanical parameters of the rock are important for the design of geotechnical, mining engineering, and petroleum reservoir projects. …”
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Quantitative Analysis of the Topological Structure of Rock Pore Network by Dayu Ye, Guannan Liu, Ning Luo, Feng Gao, Xinmin Zhu, Fengtian Yue

“…As the most significant nonlinear reservoir, the rocks have complex structural characteristic. The pore structure of the rock is varied in shape and complex in connectivity. …”
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The Frequency Dependence of Poisson’s Ratio in Fluid-Saturated Rocks by Liming Zhao, Tongjun Chen, Xin Zhang, Tao Xing

“…We investigated the frequency dependence of Poisson’s ratio ν in partially/fully fluid-saturated rocks. Based on one dominant fluid flow mechanism at each condition, we theoretically summarized that (1) when a rock is partially saturated or transits from drained state to undrained state at full saturation, ν increases monotonously with frequency, and the associated attenuation 1/Qν is positive with one peak. (2) When the rock transits from undrained state to unrelaxed state at full saturation, there are three cases: 1) ν increases monotonously with frequency and has positive 1/Qν with one peak, 2) ν keeps constant with frequency and has no attenuation, 3) and ν decreases monotonously with frequency and has negative 1/Qν with one peak. …”
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Plastics on the rocks: the invisible but harmful footprint of shoe soles by Cecchi, Philippe

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Stability Analysis of Rock Slope with Multilayer Weak Interlayer by Jinglong Li, Bo Zhang, Bin Sui

“…The existence of the weak interlayer of the rock slope changes its mechanical characteristics. …”
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A Coupled Elastoplastic Damage Dynamic Model for Rock by Xuelong Hu, Ming Zhang, Xiangyang Zhang, Min Tu, Zhiqiang Yin, Haifeng Ma, Minke Duan

“…Rock dynamic constitutive model plays an important role in understanding dynamic response and addressing rock dynamic problems. …”
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Quantitative Characterization of Tight Rock Microstructure of Digital Core by Yuwei Liu, Shuping Wang, Rongchen Zheng, Haosen Li

“…This paper is helpful for quantitative evaluation of reservoir microscopic parameters and provides technical support for visualization and quantitative characterization of rock microstructure.…”
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Fractal Statistical Study on the Strength of Jointed Rock Mass by Fangtao Li, Zhiping Hu, Xiang Ren, Jiakuan Ma, Xuexu An, Yunxin Zheng, Yonghui Zhang

“…The failure probability and strength of jointed and fractured rock mass under water pressure action place important constraints on the safety and stability of rock mass engineering. …”
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Fractal Characteristic of Rock Cutting Load Time Series by Hongxiang Jiang, Changlong Du, Songyong Liu, Kuidong Gao

“…A test-bed was developed to perform the rock cutting experiments under different cutting conditions. …”
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Failure Process Simulation of Interlayered Rocks under Compression by Chi Yao, Sizhi Zeng, Jianhua Yang

“…Anisotropy in strength and deformation of rock mass induced by bedding planes and interlayered structures is a vital problem in rock mechanics and rock engineering. …”
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Influence of Microscopic Parameters on the Stress-Strain Relation in Rocks by Yanhui Cheng, Weijun Yang

“…This paper studies the influence of microscopical characteristic parameters, such as particle contact stiffness ratio, parallel bond stiffness ratio, particle contact modulus, and parallel bond elastic modulus, on the stress-strain relation in rocks, which shows that (1) The range of particle contact stiffness ratio kn/ks largely varies, but the stress-strain relation curve is relatively small. …”
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Characterization of Scoria Rock from Kisoro As an Aggregate in Concrete. by Ayebale, Sam

“…This research study highlights the characteristics of scoria rock from Kisoro as aggregates. The tests on both fine and coarse aggregates from scoria rock are presented in this report. …”
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Study on Zonal Cooperative Control Technology of Surrounding Rock of Super Large Section Soft Rock Chamber Group Connected by Deep Vertical Shaft by Shengrong Xie, Zaisheng Jiang, Dongdong Chen, En Wang

“…Aiming at solving the problem of asymmetric deformation, failure, and stability control of surrounding rock caused by the excavation of deep super large section soft rock chamber group passing through multilayer strata, taking super large section soft rock chamber group connected by deep vertical shaft in Wuyang Coal Mine as the engineering background, the deformation development mode of surrounding rock, the expansion situation of loosening range, and the plastic failure response characteristics in chamber group under the disturbance influence are monitored and numerically analyzed. …”
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The growth performance of rock partridge (alectoris graeca) fed the diets with different protein level by Cavit Arslan, Mustafa Garip, Alper Yılmaz, Kemal Kırıkçı

Subjects: “…rock partridge…”
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Application of semi-supervised Mean Teacher to rock image segmentation by Jiashan Li, Yuxue Wang

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Geochronology of the felsic rocks in Orijärvi, southern Finland – implications for stratigraphy by Elisa Toivanen, Teemu Vehkamäki, Markku Väisänen, Jaakko Kara, Hugh O’Brien

“…Previously, felsic volcanic rocks from the Orijärvi, Kisko and Toija formations have been dated at 1895 ± 3, 1878 ± 4 and 1878 ± 4 Ma, respectively. …”
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Interrelationships between Acoustic Emission and Cutting Force in Rock Cutting by Sifei Liu, Peng Shi, Zhijun Wan, Shuaifeng Lu, Jiakun Lv, Fanfei Meng

“…In this paper, full scale rock cutting tests are used to carry out single pick cutting experiments on three kinds of coal, and the acoustic emission (AE) signals of coal and rock cutting are monitored in the whole process. …”
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