科研论文
[1] Qiao, Jin-Li1; Liu, Bo1; Li, Yan-Yan1; Gao, Shu-Ling1 . The prediction of the safety factor of the slope stability based on genetic programming. Meitan Xuebao/Journal of the China Coal Society, 2010, 35 9, 1466-1469.
[2] Qiao, JL (Qiao, Jinli)1;Liu, JQ (Liu, Jianqin);Guo, W (Guo, Wei);Zhang, YT (Zhang, Yitong). Artificial neural network to predict the surface maximum settlement by shield tunneling(Conference Paper). Lecture Notes in Computer Science (including subseries Lecture Notes in Artificial Intelligence and Lecture Notes in Bioinformatics), 2010, 6424 Part 1 , 257-265.
[3] 任述光1;谢宇新2;乔金丽3;张岚1. 双滑移系单晶岩石平面应变扭折带分叉分析. 湖南农业大学学报. 自然科学版, 2009, 35 4, 446-451.
[4] 乔金丽1;李文秀2;刘波1;田稳苓1. 柔性防护条件下高陡岩质边坡破坏过程的大变形有限元分析. 河北农业大学学报, 2009, 32 4, 119-123.
[5] Qiao, Jin-Li1, 2; Zhang, Yi-Tong1; Xie, Xiao-Hui1 . Genetic programming approach to predicting the maximum surface settlement by shield tunneling. Tianjin Daxue Xuebao (Ziran Kexue yu Gongcheng Jishu Ban)/Journal of Tianjin University Science and Technology, 2009, 42 9, 790-795.
[6] 乔金丽,张义同,谢晓晖. 基于遗传规划的盾构隧道开挖地表最大沉降预测. 天津大学学报, 2009, 9, 790-795.
[7] 李艳艳,皮凤梅,乔金丽. 自密实混凝土夹芯保温墙板技术改进. 新型建筑材料, 2009, 7, .
[8] Li, Yan-Yan1; Rong, Xian1; Pi, Feng-Mei2; Qiao, Jin-Li1 . Shear behavior of reinforced concrete beams with high-strength stirrups. Huanan Ligong Daxue Xuebao/Journal of South China University of Technology (Natural Science), 2009, 37 8, 89-93.
[9] Li, Yan-Yan;Rong, Xian;Qiao, Jin-Li;Pi, Feng-Mei. Experimental investigation of widths of diagonal crack in concrete beams with high-strength stirrup. Lanzhou Ligong Daxue Xuebao / Journal of Lanzhou University of Technology, 2009, 35 4, 124-128.
[10] Li, Yan-Yan;Rong, Xian;Qiao, Jin-Li;Pi, Feng-Mei. Prediction of diagonal crack width of concrete beam based on artificial neural network. Hebei Gongye Daxue Xuebao/Journal of Hebei University of Technology, 2009, 38 4, 11-94.