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论文成果

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[1] 王培涛*，任奋华，谭文辉，闫振雄，蔡美峰，杨天鸿. 单轴压缩试验下粗糙离散节理网络模型建立及力学特性[J]. 岩土力学，2017，38(s1)：70-78．(EI).
[2] 王培涛*，任奋华，蔡美峰. 基于离散元方法4篇的粗糙性节理岩体直剪力学及尺寸效应特性[J]. 煤炭学报，2018，43(4)：976-983. (EI).
[3] 王培涛*，刘雨，章亮，黄正均，蔡美峰. 基于3D打印技术的裂隙岩体单轴压缩特性试验初探[J]. 岩石力学与工程学报，2018，37(2)：364-373. (EI).
[4] 王培涛*，黄正均，任奋华，章亮，蔡美峰. 基于3D打印的粗糙节理岩石直剪力学特性试验初探[J]. 岩土力学，2020，41(1)：46-56. (EI).
[5] Peitao Wang*, Fenhua Ren, Meifeng Cai. Influence of joint geometry and roughness on the multiscale shear behaviour of fractured rock mass using particle flow code[J]. Arabian Journal of Geosciences, 2020, 13:165. (SCI，Q4，IF：1.141).
[6] Peitao Wang*, Meifeng Cai, Fenhua Ren, Changhong Li, Tianhong Yang. Theoretical investigation of deformation characteristics of stratified rocks considering geometric and mechanical variability[J]. Geosciences Journal, 2017, 21(2): 213-222. (SCI，Q3，IF 1.490).
[7] Peitao Wang*, Fenhua Ren, Shengjun Miao, Meifeng Cai, Tianhong Yang. Evaluation of the anisotropy and directionality of a jointed rock mass under numerical direct shear tests[J]. Engineering Geology, 2017, 225(20): 29-41. (SCI，Q1，IF 3.909).
[8] Peitao Wang*, Meifeng Cai, Fenhua Ren, Changhong Li, Tianhong Yang. A digital image based discrete fracture network model and its numerical investigation of direct shear tests[J]. Rock Mechanics and Rock Engineering, 2017, 50(7): 1801-1816. (SCI，Q1，IF 4.100).
[9] Peitao Wang*, Tianhong Yang, Jingren Zhou. Slope failure analysis considering anisotropic characteristics of foliated rock masses[J]. Arabian Journal of Geosciences, 2018, 11(222): 1-15. (SCI，Q4，IF：1.141).
[10] Peitao Wang*, Meifeng Cai, Fenhua Ren. Anisotropy and directionality of tensile behaviours of a jointed rock mass subjected to numerical Brazilian tests[J]. Tunnelling and Underground Space Technology, 2018, 73: 139-153. (SCI，Q1，IF：3.942).

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