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2021年发表论文

发布时间:2022-01-11 05:11:42浏览次数:1467次

[1] Xu, X. ,  Wu, Z. ,  Sun, H. ,  Weng, L. , &  Liu, Q. . (2021). An extended numerical manifold method for simulation of grouting reinforcement in deep rock tunnels. Tunnelling and Underground Space Technology, 115(2), 104020.+A2:A10    


[2] Zhou, Y., Wu, Z. ,  Weng, L. , &  Liu, Q. . (2021). Seepage characteristics of chemical grout flow in porous sandstone with a fracture under different temperature conditions: an nmr based experimental investigation. International Journal of Rock Mechanics and Mining Sciences, 142(10), 104764.    


[3] Wu, Z. J., Wang, Z. Y., Fan, L. F., Weng, L., & Liu, Q. S. (2021). Micro-failure process and failure mechanism of brittle rock under uniaxial compression using continuous real-time wave velocity measurement. Journal of Central South University, 28(2), 556-571.    


[4] Wang, Z., Wu, Z., Chu, Z., Weng, L., & Liu, Q. (2022). An Improved Wave Velocity Model for Acoustic Emission Source Localization in Heterogeneous Rock Materials with Unknown Inclusions. Journal of Engineering Mechanics, 148(1), 04021122.    


[5] Li, M.Y., Wu, Z.J., Weng, L., Ji, J., Liu, Q.S. (2021). Numerical Investigation of Coupled Effects of Temperature and Confining Pressure on Rock Mechanical Properties in Fractured Rock Mass Using Thermal-Stress-Aperture Coupled Model. International Journal of Geomechanics 21(10): 04021195.     


[6] Chu, Z., Wu, Z.*, and Liu, Q.. (2021). “Micro-mechanism of brittle creep in saturated sandstone and its mechanical behavior after creep damage.” International Journal of Rock Mechanics and Mining Sciences, 149, 104994.     


[7] Chu Z., Wu Z*, Liu Q, Weng L, Wang Z, Zhou Y. (2021) . “Evaluating the microstructure evolution behaviors of saturated sandstone using NMR testing under uniaxial short-term and creep compression”. Rock Mechanics and Rock Engineering,54(5). 1-13.     



[8] Wu, Z., Wei, R., Chu, Z., & Liu, Q. (2021). Real-time rock mass condition prediction with TBM tunneling big data using a novel rock–machine mutual feedback perception method. Journal of Rock Mechanics and Geotechnical Engineering,13(6). 1311-1325.    


[9] Sun, H., Wu, Z., Zheng, L., Yang, Y., & Huang, D. (2021). An extended numerical manifold method for unsaturated soil‐water interaction analysis at micro‐scale. International Journal for Numerical and Analytical Methods in Geomechanics.   


[10 ]Weng, L. , Wu, Z. , Liu, Q. , Chu, Z. , & Zhang, S. . (2021). Evolutions of the unfrozen water content of saturated sandstones during freezing process and the freeze-induced damage characteristics. International Journal of Rock Mechanics and Mining Sciences, 142, 104757.    


[11] 吴志军, 卢槐, 翁磊, 刘泉声, & 沈坚强. (2021). 基于核磁共振实时成像技术的裂隙砂岩渗流特性研究. 岩石力学与工程学报, 40(2), 13.


[12] Cheng, H., Han, L., Wu, Z. & Zhou, X. 2021. Experimental study on the whole failure process of anti-dip rock slopes subjected to external loading. Bulletin of Engineering Geology and the Environment, 80, 6597-6613, http://doi.org/10.1007/s10064-021-02311-5.

 

[13] Guo, T.Y., Wong, L.N.Y. & Wu, Z. 2021. Microcracking behavior transition in thermally treated granite under mode I loading. Engineering Geology, 282, http://doi.org/10.1016/j.enggeo.2021.105992.

 

[14] Liu, Y., Huang, D., Cen, D., Zhong, Z., Gong, F., Wu, Z. & Yang, Y. 2021. Tensile Strength and Fracture Surface Morphology of Granite Under Confined Direct Tension Test. Rock Mechanics and Rock Engineering, 54, 4755-4769, http://doi.org/10.1007/s00603-021-02543-7.

 

[15] Wong, L.N.Y., Guo, T.Y., Wu, Z. & Xiao, X. 2021. How do thermally induced microcracks alter microcracking mechanisms in Hong Kong granite? Engineering Geology, 292, http://doi.org/10.1016/j.enggeo.2021.106268.

 

[16] Yang, Y., Xu, D., Zheng, H., Wu, Z. & Huang, D. 2021. Modeling Wave Propagation in Rock Masses Using the Contact Potential-Based Three-Dimensional Discontinuous Deformation Analysis Method. Rock Mechanics and Rock Engineering, 54, 2465-2490, http://doi.org/10.1007/s00603-020-02359-x.

 

[17] Ye, Y., Ma, J., Wu, Z. & Zeng, Y. 2021. A novel 3D-FDEM method using finite-thickness cohesive elements to simulate the nonlinear mechanical behaviors of rocks. Computers and Geotechnics, 140, http://doi.org/10.1016/j.compgeo.2021.104478.

 

[18] Zhao, Y., Wu, Z., Wang, X., Hou, W., Yang, Q., Lu, T., Hu, D., Zhou, H., et al. 2021. Numerical analysis of multi-field coupling of barrier system in deep geological repository for high-level radioactive waste. Journal of Central South University of Science and Technology, 52, 2557-2571.