Dynamic Performance and Stress Wave Propagation Characteristics of Parallel Jointed Rock Mass Using the SHPB Technique
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Yongsheng He | Erxiang Song | H. Xie | Qirui Wang | Peng Xu | Xiaoyan Shi
[1] Haonan Zhu,et al. Energy dissipation and fractal characteristics of basalt fiber reinforced concrete under impact loading , 2022, Structures.
[2] Xueya Wang,et al. Predicting the Pore-Pressure and Temperature of Fire-Loaded Concrete by a Hybrid Neural Network , 2022, International Journal of Computational Methods.
[3] Jianguo Wang,et al. Finite element analyses of constitutive models performance in the simulation of blast-induced rock cracks , 2021, Computers and Geotechnics.
[4] H. Jalalifar,et al. Analysis and determination of the behavioral mechanism of rock bridges using experimental and numerical modeling of non-persistent rock joints , 2021 .
[5] X. Zhuang,et al. On the hydraulic fracturing in naturally-layered porous media using the phase field method , 2020, Engineering Geology.
[6] Finite Element Analyses , 2020, Advanced Continuum Theories and Finite Element Analyses.
[7] Xiaoying Zhuang,et al. On the crack opening and energy dissipation in a continuum based disconnected crack model , 2019 .
[8] Yiming Zhang,et al. Global cracking elements: A novel tool for Galerkin‐based approaches simulating quasi‐brittle fracture , 2019, International Journal for Numerical Methods in Engineering.
[9] X. Zhuang,et al. Cracking elements method for dynamic brittle fracture , 2019, Theoretical and Applied Fracture Mechanics.
[10] Timon Rabczuk,et al. Phase-field modeling of fluid-driven dynamic cracking in porous media , 2019, Computer Methods in Applied Mechanics and Engineering.
[11] X. Zhuang,et al. Cracking elements: A self-propagating Strong Discontinuity embedded Approach for quasi-brittle fracture , 2018 .
[12] Yiming Zhang,et al. Strong discontinuity embedded approach with standard SOS formulation: Element formulation, energy-based crack-tracking strategy, and validations , 2015 .
[13] Jian Zhao,et al. An equivalent 1D dynamic continuum model for rock mass with parallel joints , 2010 .
[14] H. Nguyen-Xuan,et al. A simple and robust three-dimensional cracking-particle method without enrichment , 2010 .
[15] M. Ashworth. Analysis and determination , 2010 .
[16] Tai-Tien Wang,et al. A constitutive model for the deformation of a rock mass containing sets of ubiquitous joints , 2009 .
[17] Guowei Ma,et al. Experimental study of stress wave propagation across a filled rock joint , 2009 .
[18] Jian Zhao,et al. Dynamic Model of Fracture Normal Behaviour and Application to Prediction of Stress Wave Attenuation Across Fractures , 2008 .
[19] Ted Belytschko,et al. Cracking particles: a simplified meshfree method for arbitrary evolving cracks , 2004 .
[20] M. J. Forrestal,et al. A split Hopkinson bar technique for low-impedance materials , 1999 .
[21] Larry R. Myer,et al. Anisotropy in seismic velocities and amplitudes from multiple parallel fractures , 1990 .
[22] N. Barton,et al. FUNDAMENTALS OF ROCK JOINT DEFORMATION , 1983 .
[23] H. Kolsky. An Investigation of the Mechanical Properties of Materials at very High Rates of Loading , 1949 .
[24] Xueya Wang,et al. Image Representations of Numerical Simulations for Training Neural Networks , 2022, Computer Modeling in Engineering & Sciences.
[25] Chengzhi Qi,et al. Modified 2D roughness parameters for rock joints at two different scales and their correlation with JRC , 2021, International Journal of Rock Mechanics and Mining Sciences.
[26] Yong Yuan,et al. Cracking elements method with a dissipation-based arc-length approach , 2021 .
[27] S. Bodner,et al. A constitutive model for the deformation induced anisotropic plastic flow of metals , 1979 .