(1)代表性学术论文 [1] Wenhua Liu*, Yang Sun, Jiancong Zhang, et al. Influence of H2O/MgCl2molar ratio on strength properties of the magnesium oxychloride cement solidified soft clay and its associated mechanisms [J]. Construction and Building Materials, 2023, 393: 132018. [2] Wenhua Liu*, Jin Sang, Guoqian Hong, et al. Experimental investigations on the soil–water characteristic curve and the deformation behaviors of unsaturated cement–stabilized soft clay [J]. International Journal of Geomechanics, 2023, 23(10): 04023183. [3] Wenhua Liu, Guoqian Hong, Wugang Li, et al. Influence of initial moisture and reactive MgO content on mechanical and microstructural characteristics of carbonated reactive magnesia treated soft clay [J]. KSCE Journal of Civil Engineering, 2023, 27(5): 2004-2015. [4] Guoqian Hong, Wenhua Liu*, Wugang Li, et al. Experimental investigation on expansion characteristics and strength of carbonating reactive magnesia solidified clay [J]. Case Studies in Construction Materials, 2023, 18: e01918. [5] Wenhua Liu*, Wugang Li, Hongyong Zhang, et al. A critical state constitutive model for unsaturated structured soils [J]. Computers and Geotechnics, 2022, 152: 104993. [6] Wenhua Liu*, Hongyong Zhang, Wugang Li, et al. An advanced critical state constitutive model for overconsolidated structured soils [J]. International Journal of Geomechanics, 2022, 22(5): 06022004. [7] Wenhua Liu*, Wugang Li, Xiuli Sun. New approach to interpret the mechanical behavior of structured soils [J]. International Journal of Geomechanics, 2021, 21(2): 06020040. [8] Wenhua Liu*, Qing Yang, Xiuli Sun. Hydro-mechanical constitutive model for overconsolidated unsaturated soils [J]. European Journal of Environmental and Civil Engineering, 2020, 24(11): 1802-1820. [9] Wenhua Liu, Xiuli Sun*, Taiquan Zhou. Impact of drying/wetting on shear stiffness and shear-induced volume change behaviours of unsaturated silty clay[J]. Iranian Journal of Science and Technology, Transactions of Civil Engineering, 2020, 44: 735-743. [10] Wenhua Liu*, Wugang Li, Xiuli Sun. Investigation of drying-wetting durability of cement-stabilized clayey soil [J]. Ground Improvement, 2022, Doi: org/10.1680/jgrim.20.00024. [11]孙阳,刘文化*,李吴刚,等.氯氧镁水泥固化淤泥力学性能试验与微观机理研究[J].大连理工大学学报,2023, 63(03): 313-320. [12]桑进,刘文化*,张洪勇,等.全吸力范围内固化土的土–水特征曲线试验研究[J].岩石力学与工程学报,2023, 42(S1): 3842-3850. [13]刘文化,孙阳*,张洪勇,等.结构性土非线性压缩特征本构模型[J].大连理工大学学报,2022, 62(05): 501-508. [14]刘文化*,杨庆,孔纲强,等.海洋沉积物力学特性及其弹塑性本构模型[J].岩土工程学报,2022,44(10): 1837-1845. [15]张洪勇,孙秀丽,刘文化*,等.非饱和固化淤泥的力学及体变特性试验研究[J].应用力学学报,2021, 38(1): 45-52. [16]张启,孙秀丽,刘文化*,等.荷载和干湿循环耦合作用下固化淤泥的屈服应力变化规律与机理研究[J].应用力学学报,2021,38(2): 450-457. [17]张启,孙秀丽,刘文化*,等.不同水泥掺量下非饱和固化淤泥的力学特性试验研究[J].大连理工大学学报,2020, 60(2): 184-191. [18]刘文化*,舒俊炜,孙秀丽,等.干湿循环作用下固化淤泥的抗剪强度变化规律与机理研究[J].土木与环境工程学报(中英文),2019, 41(4): 10-18. [19]刘文化*,杨庆,孙秀丽,等.干湿循环条件下干燥应力历史对粉质黏土饱和力学特性的影响[J].水利学报, 2017, 48(02): 203-209. [20]刘文化*,杨庆,唐小薇,等.不排水条件下非饱和土水力-力学耦合特性数值模拟[J].岩土工程学报,2017, 39(3): 486-494 (2)授权专利 [1] 刘文化,张启,李吴刚,孙秀丽,张洪勇.一种可精确测量试样排水量的吸力控制式非饱和土固结仪[P].中国专利号:ZL202020060377.7. [2] 刘文化,张启,李芳菲,孙秀丽,李吴刚.一种模拟土体受荷条件下干湿循环稳定性的试验装置[P].中国专利号:ZL201820773970.9. (3)教材建设 住房和城乡建设部“十四五”规划教材:土木工程概论,2023年 |