1、代表性论文 (1) Ding Xuanming, Liu Hanlong, Liu, Jinyuan, Chen, Yumin. Wave Propagation in a Pipe Pile for Low-Strain Integrity Testing. Journal of Engineering Mechanics-ASCE, 2011, 137(09): 598-609. (SCI) (2) Ding XuanMing, Liu HanLong, Zhang Bo. High-frequency interference in low strain integrity testing of large-diameter pipe piles. SCIENCE CHINA-Technological Sciences, 2011, 54(02): 420-430. (SCI) (3) Xuanming Ding, Hanlong Liu, Gangqiang Kong, Changjie Zheng. Time-domain analysis of transient waves in a hollow cylinder structure due to axial impact load. Computers and Geotechnics, 2014, 58: 101-116. (SCI) (4) Xuanming Ding, Yuming Fan, Gangqiang Kong, Changjie Zheng. Wave propagation in a concrete filled steel tubular column due to transient impact load. Steel and Composite Structures, An International Journal, 2014, 17(6): 891-906. (SCI) (5) Ding Xuan-ming, LIU Hanlong, YU Tao, KONG Gangqiang. Nonlinear finite element analysis of effect of seismic waves on dynamic response of Shiziping dam. Journal of Central South University, 2013, 20(8):2323-2332. (SCI) (6) Xuanming Ding, Yuming Fan, Ping Li and Gangqiang Kong. Vertical dynamic response of a concrete filled steel tube due to transient impact load: analytical solution [J]. International Journal of Structural Stability and Dynamics, Published online. DOI: 10.1142/S0219455416400149 (SCI) (7) Xuanming Ding, Changjie Zheng, Hanlong Liu, A theoretical analysis of the vertical dynamic response of large-diameter pipe piles in layered soil. Journal of Central South University. 2014, 21: 3327−3337 (SCI) (8) Xuanming Ding, Hanlong Liu, Jian Chu. Time-domain Solution to Transient Dynamic Response of a Large-diameter Thin-walled Pipe Pile. Earthquake Engineering and Engineering Vibration, In press. (SCI) (9) Xuanming Ding, Ting Zhang, Hanlong Liu, Ping Li. A theoretical analysis of the bearing behavior of vertically loaded large- diameter pipe pile groups. Journal of ocean university of China, In press. (SCI) (10) Changjie Zheng, Xuanming Ding(通讯作者), Ping Li, Qiang Fu. Vertical impedance of an end-bearing pile in viscoelastic soil. International Journal for Numerical and Analytical Methods in Geomechanics, 2014, 13 OCT 2014, DOI: 10.1002/nag.2324. (SCI) 2、科研项目 (1)教育部新世纪优秀人才支持计划(NCET-12-0843),2012/07-2015/6,岩土工程,主持。 (2)国家自然科学基金面上项目(51378177),复杂荷载条件下PCC桩-网复合地基的动力响应与变形机理研究、2014/01-2017/12,主持。 (3)国家自然科学基金青年项目(51008115),高速铁路PCC桩桩承式路堤承载机理与变形特性研究、2011/01-2013/12,主持。 (4)江苏省自然科学基金面上项目(BK2012811),高速列车荷载作用下PCC桩-网复合地基的动力响应研究、2013/01-2015/12,主持。 (5)国家自然科学基金高铁联合基金重点项目(U1134207),高速铁路软土地基沉降变形规律与控制方法研究、2012/01-2015/12,参加。 (6)教育部长江学者和创新团队发展计划(IRT1125),坝堤工程安全与减灾、2012/01-2014/12,参加。 (7)高等学校学科创新引智计划(B13024),堤坝工程安全与减灾学科创新引智基地2013/01-2017/12,国内学术骨干。 3、获得的知识产权 (1)丁选明,孔纲强,刘汉龙,陈育民. 一种防止现浇X形混凝土桩拔模时带出桩周土体的装置,ZL201010215957.X,授权发明专利; (2)丁选明,陈育民,刘汉龙,孔纲强,庄妍. 一种沉管灌注桩的活动进料斗及施工方法,ZL 201110302473.3,授权发明专利; (3)丁选明,刘汉龙,陈育民,孔纲强. 一种空心劲芯浆固散体材料桩及其施工方法,ZL 201110341205.2,授权发明专利; (4)丁选明,刘汉龙,庄妍,陈育民,高德清. 高等级公路深厚软土地基工后沉降控制板承式路堤技术,ZL201210007123.9,授权发明专利; (5)丁选明,刘汉龙,谭慧明,黄旭. 一种大直径管桩低应变质量检测方法,ZL201210345037.9,授权发明专利; (6)刘汉龙,丁选明,吴宏伟,孔纲强,陈育民. 一种PCC能量桩及制作方法, ZL201210298385.5,授权发明专利; (7)刘汉龙,丁选明,陈育民,凌九忠. 现浇钢筋混凝土大直径管桩施工方法, ZL201110165215.5,授权发明专利; (8)刘汉龙,丁选明,凌九忠,孔纲强. 一种软土地区PCC桩地下储藏井制作方法, ZL201110165214.0,授权发明专利; (9)丁选明,刘汉龙,杨贵,庄妍; 多缺陷管桩二维动力响应计算软件V1.0,登记号:2011SR094922,软件著作权; (10)丁选明,刘汉龙,杨贵,陈育民; 管桩三维动力响应计算软件V1.0,登记号:2011SR094987,软件著作权; |