[1]  CHEN ShengShui, ZHONG QiMing, CAO Wei. Breach mechanism and numerical simulation for seepage failure of earth-rock dams. Science China (Technological Sciences), 2012,55(6):1757-1764

[2] EnLong Liu, Shengshui Chen, Guoying Li. Breakage and deformation mechanism of crushable blocky materials. International Journal of Rock Mechanics and Mining Sciences. 2012,49(1) :125-133

[3] YAO YangPing, YANG YiFan, NIU Lei.UH model considering temperature effects. Science China (Technological Sciences),2011,54(1):190-202

[4] Kong Xianjing, Zhou Yang, Zou Degao, Xu Bin, Yu Long. Numerical analysis of dislocations of the face slabs of the Zipingpu Concrete Faced Rockfill Dam during the Wenchuan earthquake. Earthquake Engineering and Engineering Vibration, 2011, 10(4):581-589

 [5] Bin Xu, Degao Zou, Huabei Liu. Three-dimensional simulation of the construction process of the Zipingpu concrete face rockfill dam based on a generalized plasticity model. Computers and Geotechnics, 2012, 43(6):143-154

[6]  FU ZhongZhi, CHEN ShengShui, LIU SiHong. Hypoplastic constitutive modelling of the wetting induced creep of rockfill materials. Science China (Technological Sciences), 2012, 55(7): 2066-2082

[7]  L. YU, J. LIU, X.-J. KONG, Y. HU. Numerical study on plate anchor stability in clay. Géotechnique,  2011, 61(3): 235–246

[8]  Haojin Li, Junjie Li, Fei Kang. Risk analysis of dam based on artificial bee colony algorithm with fuzzy c-means clustering. Canadian Journal of Civil Engineering., 2011, 38(5):483-492

[9] Fei Kang, Junjie Li, Zhenyue Ma. Rosenbrock artificial bee colony algorithm for accurate global optimization of numerical functions. Information Sciences , 2011, 181(16):3508-3531

[10] ZHU Ya-lin, KONG Xian-jing, ZOU De-gao, LI Yong-sheng. Shaking table test and numerical simulation on the effect of reinforcement on the seismic safety of dam slopes. Journal of Harbin Institute of Technology (New Series), 2011,18(4):132-138

[11] Long Yu, Jun Liu, Xian-jing Kong, Yuxia Hu, M.ASCE. Three-Dimensional Large Deformation FE Analysis of Square Footings in Two-Layered Clays. ASCE Journal of Geotechnical
and Geoenvironmental Engineering, 2011, 137(1):52-58

[12] 陈生水, 韩华强, 傅华. 循环荷载下堆石料应力变形特性研究. 岩土工程学报, 2010, 32(8): 1151-1157

[13] 陈生水, 傅中志, 韩华强, 彭成. 一个考虑颗粒破碎的堆石料弹塑性本构模型. 岩土工程学报, 2011, 33(10): 1489-1495

[14] 陈生水, 徐光明, 钟启明, 顾行文. 土石坝溃坝离心模型试验系统研制及应用. 水利学报, 43(2): 241-245

[15] 刘恩龙, 陈生水, 李国英, 钟启明. 堆石料的临界状态与考虑颗粒破碎的本构模型. 岩土力学, 2011, 32(S2):148-154

[16] 任强, 陈生水, 钟启明. 黏土心墙坝漫顶溃决数值模型研究. 岩土工程学报, 2010, 32(4): 562-566

[17] 沈婷, 李国英. 超高面板堆石坝混凝土面板应力状态影响因素分析. 岩土工程学报, 2010, 32(9): 1345-1348

[18] 孔宪京, 刘福海, 刘君. 地震作用下面板堆石坝面板错台模型试验研究. 岩土工程学报, 2012, 34(2): 258-267

[19] 刘君, 刘博, 孔宪京. 地震作用下土石坝坝顶沉降估算. 水力发电学报, 2012,31(2):183-191

[20] 邹德高, 徐斌, 孔宪京. 钉结护面板对高土石坝坝坡地震稳定性影响研究. 大连理工大学学报, 2009,49(5):675-679

[21] 陈生水, 曹 伟, 霍家平, 钟启明. 混凝土面板砂砾石坝漫顶溃决过程数值模拟. 岩土工程学报, 2012, 34(7): 1169-1175

[22] 陈生水, 钟启明, 任强. 土石坝漫顶破坏溃口发展数值模型研究. 水利水运工程学报, 2009,(4): 53-58

[23]李国英, 沈婷, 赵魁芝. 高心墙堆石坝地震动力特性及抗震极限分析. 水利水运工程学报, 2010,(1): 1-8

[24] 章为民, 陈生水.紫坪铺面板堆石坝汶川地震永久变形实测结果分析. 水力发电, 2010,36(8): 51-52

[25] 陈生水, 方绪顺, 钱亚俊. 高土石坝地震安全评价及抗震设计思考. 水利水运工程学报, 2011, (1): 17-21

[26] 章为民, 王年香, 顾行文, 曾友金, 伍小玉, 杜三林. 土石坝坝顶加固的永久变形机理及其离心模型试验验证. 水利水运工程学报, 2011,