代表性论文（*为通讯作者）：
[1] Zhu Tantan, Zhu Huanhuan, Li Ang,Zong Xilei, et al. Physical properties and anisotropy of sandstone during freeze-thaw cycle under unidirectional constraint. Cold Regions Science and Technology, 2024, 228: 104324.
[2] Zhu Tantan, Su Zhongming, Li Ang, et al. Study of the evolution of the frost–heaving pressure of a tunnel lining based on a constant stiffness constraint model. Cold Regions Science and Technology,2022,202: 103644.
[3] Dong Fangfang, Zhu Tantan*,Huang Da. Experimental study on the energy characteristics of sandstone in direct shear test under a decreasing normal stress. Arabian Journal of Geosciences,2021,14：1358.
[4] Zhu Tantan*,Li Yao. Impacts of disk rock sample geometric dimensions on shear fracture behavior in a punch shear test. CMES-Computer Modeling in Engineering & Sciences,2021,126(2): 457-477.
[5] Zhu Tantan,Huang Da*,Chen Jianxun,et al. Experimental and numerical study on the shear strength and strain energy of rock under constant shear stress and unloading normal stress. CMES-Computer Modeling in Engineering & Sciences,2021,127(1): 79-97.
[6] Zhu Tantan,Chen Jianxun,Huang Da*,et al. A DEM-based approach for modeling the damage of rock under freeze-thaw cycles. Rock Mechanics and Rock Engineering,2021,54: 2843-2858.
[7] Huang Da, Zhu Tantan*. Experimental study on the shear mechanical behavior of sandstone under normal tensile stress using a new double-shear testing device. Rock Mechanics and Rock Engineering,2019,52: 3467-3474.
[8] Zhu Tantan,Huang Da*. Influences of the diameter and position of the inner hole on the strength and failure of disc specimens of sandstone determined using the Brazilian split test. Journal of Theoretical and Applied Mechanics,2019,57(1): 127-140.
[9] Zhu Tantan,Huang Da*. Experimental investigation of the shear mechanical behavior of sandstone under unloading normal stress. International Journal of Rock Mechanics and Mining Sciences,2019,114: 186-194.
[10] Huang Da, Zhu Tantan*. Experimental and numerical study on the strength and hybrid fracture of sandstone under tension-shear stress. Engineering Fracture Mechanics,2018,200: 387-400.
[11] Zhu Tantan*,Jing Hongwen,Su Haijian,et al. Physical and mechanical properties of sandstone containing a single fissure after exposure to high temperatures. International Journal of Mining Science and Technology,2016,26: 319-325.
[12] 朱谭谭, 朱焕焕, 李昂, 等. 砂岩剪切破裂面形貌特征及粗糙度各向异性. 湖南大学学报,2024,52(1): 239-248
[13] 朱谭谭, 李昂, 黄达, 等. 应力-冻融耦合作用下砂岩变形与损伤特征研究. 岩石力学与工程学报,2023,42(2): 342-351.
[14] 朱谭谭,靖洪文*,苏海健,等. 孔洞-裂隙组合型缺陷砂岩力学特性试验研究. 煤炭学报,2015,40(7): 1518-1525.
[15] 朱谭谭,靖洪文*,苏海健,第二个. 含双圆形孔洞砂岩单轴压缩力学特性试验研究. 岩土工程学报,2015,37(6): 1047-1056.
[16] 董方方,朱谭谭*,屈子健. 基于颗粒流的富水岩石冻融后拉伸力学行为研究. 河北工程大学（自然科学版）,2021,38(3): 22-29.
[17] 朱谭谭, 马福旺, 李昂, 等. 损伤砂岩冻融循环后多尺度物理力学行为研究. 哈尔滨工业大学学报, 录用待刊
