国家重点研发计划 新型胶结颗粒料坝建设关键技术（课题二胶结颗粒料宏细观性能）（2018.7-2021.6）项目骨干
国家自然科学基金面上项目 基于岩块渐进破碎效应的干碎屑流运动-堆积全过程多尺度分析方法研究 项目负责人 （2016.1~2019.12）
国家自然科学基金委员会—中国铁路总公司高速铁路基础研究联合基金重点项目, 含缺陷高速铁路隧道在列车和气动荷载作用下的状态响应及衰变机制研究, 子题负责人 2015.1～2018.12
清华大学－日本MHI国际合作项目, Development study on grinding simulation for coal pulverizer, 项目负责人 2013-2014
清华大学－日本MHI国际合作项目, Development of strength analysis considering crush behavior of a large number of brittle material blocks, 项目负责人2012-2013
清华大学－日本MHI国际合作项目, Development of strength analysis method considering crush behavior of brittle material, 项目负责人 2011-2012
长江勘测规划设计研究有限责任公司 穿黄隧洞温度荷载对结构影响研究 2019 ~ 2020
1. 清华大学学术专著: 张楚汉, 金峰, 侯艳丽, 周元德. 岩石和混凝土离散－接触－断裂分析. 清华大学出版社. 2008
2. 代表性学术论文:
[1] Hui Jiang, Chu-Han Zhang, Yuan-De Zhou, et al. Mechanism for large-scale canyon deformations due to filling of large reservoir of hydropower project. Scientific Reports. 2020, 10, 12155.
[2] Tang XW, Zheng HQ, Gao YC, Zhou YD. An effective model for the elastic behavior of two-phase materials based on structural recognition，Solid State Communications, 2019(298).
[3] Jiang H, Zhou YD, et al. Transparent confined compression tests on particle beds: Observations and implications. Powder Technology. 2018(336):339-349.
[4] Jie Shi, Peng Lin, Yuande Zhou, et al. Reinforcement Analysis of Toe Blocks and Anchor Cables at the Xiluodu Super-High Arch Dam. Rock Mechanics and Rock Engineering. 2018, 8:2533-2554.
[5] Jianwen Zhong, Yuande Zhou, et al. Strengthening mechanism of channel steel plate for notched concrete beams against fracture: Test and numerical study. Eng. Fracture Mechanics. 2017(180):132-147.
[6] Jiang H, Li QM, Zhou YD, et al. Effects of spatial correlation property of microstructure on the pulverising performance of rock prisms. Miner. Eng. 2016(90): 96-104
[7] Chi CJ, Zhou YD, Cao SQ, et al. Development of a pilot roller test machine for investigating the pulverizing performance of particle beds. Minerals Engineering, 2015, 72: 65-72.
[8] Zhou YD, Liu YL, Tang XW, et al. Numerical investigation into the fragmentation efficiency of one coal prism in a roller pulveriser: Homogeneous approach. Minerals Engineering, 2014, 63: 25-34.
[9] Zhong Jianwen, Wang Enzhi, Zhou Yuande, et al. Contributions of Flexible-Arch Configurations in Shimenzi Arch Dam: New Evidence from Field Measurements. Mathematical Problems in Engineering, 2014.
[10] Tang XW, Yang XB, Zhou YD. An efficient algorithm for spatially-correlated random fields generation and its applications on the two-phase material. Solid State Communications, 2014, 182: 30-33.
[11] Tang XW, Zhou YD, Liu YL. Factors influencing quasistatic modeling of deformation and failure in rock-like solids by the smoothed particle hydrodynamics method. Mathematical Problems in Engineering, 2013.
[12] Zhou Yuande, Xu Kai, Tang Xinwei, et al. Three-Dimensional Modeling of Spatial Reinforcement of Soil Nails in a Field Slope under Surcharge Loads. Journal of Applied Mathematics, 2013.
[13] Zhou YD, Tham LG, Tang XW, et al. Parametric analyses of push-out tests and implications for design of rock-socketed steel H-pile. Computers and Geotechnics, 2011, 38(3): 383-392.
[14] Qi Shengwen, Xu Qiang, Zhang Bin, Zhou Yuande, et al. Source characteristics of long runout rock avalanches triggered by the 2008 Wenchuan earthquake, China. Journal of Asian Earth Sciences, 2011, 40(4): 896-906.
[15] Tang Xinwei, Zhou Yuande, Zhang Chuhan, et al. Study on the Heterogeneity Character of Concrete Failure Based on the Equivalent Probabilistic Model. Journal of Materials in Civil Engineering, 2010, 1(1): 150.
[16] Zhou YD, Tham LG, Kwong AKL, Tang XW. Mechanism of drying induced rebound movements in a soil slope in Sai Kung Hong Kong. Engineering Geology. 2010,116:86-94.
[17] Qi Shengwen, Wu Faquan, Zhou Yuande, et al. Influence of deep seated discontinuities on the left slope of Jinping I Hydropower Station and its stability analysis. Bulletin of Engineering Geology and the Environment, 2010, 69: 333-342.
[18] Zhou YD, Cheuk CY, and Tham LG. Numerical modelling of soil nails in loose fill slope under surcharge loading, Computers and Geotechnics, 2009, 36:837-850.
[19] Zhou YD, Cheuk CY, and Tham LG. An embedded bond-slip model for finite element modelling of soil-nail interaction, Computers and Geotechnics, 2009, 36:1090-1097.
[20] Zhou YD, Cheuk CY, and Tham LG. Deformation and crack development of a nailed loose fill slope subjected to water infiltration, Landslides, 2009, 6:299-308.
[21] Qi Shengwen, Yue Zhongqi, Liu Chunling and Zhou Yuande. Significance of outward dipping strata in argillaceous limestones in the area of the Three Gorges reservoir, China, Bulletin of Engineering Geology and the Environment, 2009, 68, 195-200.
[22] To ECY, Tham LG, and Zhou YD. An elasto-plastic model for saturated loosely compacted completely decomposed granite, Geomechanics and Geoengineering: An International Journal, 2008, 3, 13-25.
[23] 张楚汉, 唐欣薇, 周元德, 江汇. 混凝土细观力学研究进展综述,水力发电学报, 2015, 34(12):1-18.
[24] 唐欣薇, 周元德. 基于改进Weibull分布模型的岩石单轴压缩变形破裂规律研究. 岩石力学与工程学报. 2014, 33: 2802-2807.
[25] 唐欣薇，周元德，张楚汉. 考虑空间相关尺度特征的细观力学模型及其应用. 岩土力学. 2012, 33(7):2021-2026.
水利工程系
