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Professor Supervisor of Doctorate Candidates Supervisor of Master's Candidates

Other Post:工程抗震研究所副所长

Paper Publications

[151]Kang, Fei, Xu, Bin, Li, Junjie, Zhao, Sizeng, F (reprint author), Dalian Univ Technol, Fac Infrastruct Engn, Dalian 116024, Peoples R China..Slope stability evaluation using Gaussian processes with various covariance functions[J],APPLIED SOFT COMPUTING,2017,60:387-396
[152]Jia, Yufeng, Xu, Bin, Chi, Shichun, Xiang, Biao, Zhou, Yang, SC (reprint author), Dalian Univ Technol, Sch Hydraul Engn, State Key Lab Coastal & Offshore Engn, Dalian 116024, Liaoning, Peoples R China..Research on the Particle Breakage of Rockfill Materials during Triaxial Tests[J],INTERNATIONAL JOURNAL OF GEOMECHANICS,2017,17(10)
[153]Xu, Bin, Liu, Xiaoping, Zhou, Yang, Kong, Xianjing, Zou, Degao, B (reprint author), Dalian Univ Technol, State Key Lab Coastal & Offshore Engn, Dalian 116024, Liaoning, Peoples R China., Xu, Sch Hydraul Engn.Concrete Slab Dynamic Damage Analysis of CFRD Based on Concrete Nonuniformity[J],INTERNATIONAL JOURNAL OF GEOMECHANICS,2017,17(9)
[154]王腾云, 徐斌.基于响应面法的堆石料弹塑性模型参数反演研究[J],水利与建筑工程学报,2017,15(4):53-57,152
[155]庞锐, 邹德高, 徐斌, 孔宪京, Kong, Xianjing(kongxj@dlut.edu.cn).基于MSA法的高心墙堆石坝地震沉降易损性分析[J],水利学报,2017,48(7):866-873
[156]Qu, Yongqian, Zou, Degao, Kong, Xianjing, Xu, Bin, DG (reprint author), Dalian Univ Technol, State Key Lab Coastal & Offshore Engn, Dalian 116024, Liaoning, Peoples R China..A novel interface element with asymmetric nodes and its application on concrete-faced rockfill ...[J],COMPUTERS AND GEOTECHNICS,2017,85:103-116
[157]孔宪京, 徐斌, 邹德高.Tensile Stress Responses of CFRD Face Slabs during Earthquake Excitation and Mitigation Measures[J],International Journal of Geomechanics,2017,17(10):4017120-4017120
[158]周扬, 徐斌, 周晨光.Research on Pullout Behavior of Geogrid under Rockfill Materials[A],2017,1-8
[159]周扬, 邹德高, 徐斌, 滕晓威, 孔宪京, Zou, De-Gao(zoudegao@dlut.edu.cn).考虑堆石料软化特性的坝坡动力稳定和滑移变形分析[J],岩土工程学报,2016,38(9):1713-1719
[160]徐斌, 刘小平, 邹德高, 孔宪京, 余翔.基于混凝土不均匀性面板堆石坝面板损伤分析[J],岩土工程学报,2016,39(2):366-372

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