2003.09~2007.06，扬州大学，水利科学与工程学院，水利水电工程，学士；

2007.09~2012.06，河海大学，水利水电学院，水工结构工程，博士。

科研项目

近年来，主持国家自然科学基金青年基金项目1项、中国博士后基金面上项目1项、陕西省博士后基金1项、水文水资源与水利工程科学国家重点实验室开放研究基金重点项目1项，参加国家自然科学基金重点项目1项、国家自然科学基金项目3项。

近年来，先后参与完成了小湾特高混凝土拱坝变形结构计算及变形监控指标拟定，李家峡混凝土坝裂缝模拟及裂缝影响评估，石堡川水库安全鉴定，猛柱山、赵湾、乔山、巨亭、墓东、二圣等10余项中小型水利水电工程的安全鉴定工作。

近年来，共发表学术论文20余篇。

　　[1]刘兴阳,邹德高,李占超. 混凝土名义强度的尺寸效应研究[J]. 建筑材料学报, 2017, 20(05): 680-684+764. (EI)

　　[2]Liu Xingyang, Li Zhanchao*. Determining double-K fracture parameters of concrete only by the measured peak load[J]. Theoretical and Applied Fracture Mechanics, 2016, 85: 412-423. (SCI)

　　[3]LI ZhanChao,GU ChongShi,WANG ZhengZhong,WU ZhongRu*. On-line diagnosis method of crack behavior abnormality in concrete dams based on fluctuation of sequential parameter estimates[J]. Science China(Technological Sciences),2015,03:415-424. (SCI)

　　[4]LI ZhanChao*,GU ChongShi,WU ZhongRu. Abnormality diagnosis of cracks in the concrete based on double crack tip opening displacement criterion[J]. Science China(Technological Sciences),2013,08:1915-1928. (SCI)

　　[5]Zhanchao Li*, Chongshi Gu, Zhongru Wu. Nonparametric Change Point Diagnosis Method of Concrete Dam Crack Behavior Abnormality[J]. Mathematical Problems in Engineering 2013. (SCI)

　　[6]Zhanchao Li*, Huijun Li, Quanhong Liu. Complete Sequence Small Probability Method for Concrete Dam Crack Behavior Abnormality Diagnosis[J]. DISASTER ADVANCES 2013, 6, 257-264. (SCI)

　　[7]Chongshi Gu, Zhanchao Li*, Bo Xu, Abnormality diagnosis of cracks in the concrete dam based on dynamical structure mutation[J]. Science China Technological Sciences, 2011, 54 (7), 1930-1939. (SCI)

　　[8]Wu Zhongru, Xu Bo, Gu Chongshi, Li Zhanchao*. Comprehensive evaluation methods for dam service status[J]. Science China Technological Sciences, 2012, 55(8): 2300-2312. (SCI)

　　[9]Wu Zhongru, Peng Yan, Li Zhanchao*, et al. Commentary of research situation and innovation frontier in hydro-structure engineering science[J]. Science China Technological Sciences, 2011, 54(4): 767-780. (SCI)

　　[10]Gu Chongshi, Qin Dong*, Li Zhanchao.Study on Semi-Parametric Statistical Model of Safety Monitoring of Cracks in Concrete Dams[J]. Mathematical Problems in Engineering 2013. (SCI)

　　[11]Jingtai Niu, Zhanchao Li, Huaizhi Su*. A Monitoring Model for High Slope Displacement considering the Effects of Dynamic Structure Mutation[J]. DISASTER ADVANCES, 2012, 5(4): 1313-1320. (SCI)

　　[12]Zhanchao Li*, Dongjian Zheng, Huijing Hou. A hybrid particle swarm optimization algorithm based on nonlinear simplex method and tabu search[C]. Advances in Neural Networks-ISNN 2010, 126-135. (EI)

　　[13]Li Zhanchao*, Wang Jian, Bao Tengfei, Hou Huijing. Improved safety monitoring model of crack in concrete dams[C]. In: Proceedings of the 12th International Conference on Engineering, Science, Construction, and Operations in Challenging Environments–Earth and Space, Honolulu, HI, 2010. 559–566. (EI)

　　[14]李占超*,张慧莉,刘兴阳,秦栋. 混凝土坝小样本安全监控模型研究[J]. 中国科学:技术科学,2014,10:1043-1051.

　　[15]李占超*,秦栋. 基于小波多尺度分解法提取混凝土坝裂缝开合度混沌分量[J]. 水电能源科学,2013,07:63-66+210.

　　[16]李占超*,何建栋,黄浩浩,侯会静. 施工期混凝土拱坝变形安全监控模型研究[J]. 水力发电,2011,04:95-98.

　　[17]李占超*,侯会静. 基于改进粒子群优化算法的施工期拱坝结构性态反演分析[J]. 水利水电科技进展,2011,04:24-28.

　　[18]李占超*,侯会静. 大坝安全监控指标理论及方法分析[J]. 水力发电,2010,05:64-67.

　　[19]李占超*,侯会静. 基于运动稳定性理论的大坝安全监控指标[J]. 武汉大学学报(工学版), 2010,05:581-584+607.

　　[20]顾冲时,李占超*,徐波. 基于动力学结构突变的混凝土坝裂缝转异诊断方法研究[J]. 中国科学:技术科学,2011,07:1000-1009.

　　[21]吴中如,徐波,顾冲时,李占超*. 大坝服役状态的综合评判方法[J]. 中国科学:技术科学,2012,11:1243-1254.

　　[22]刘兴阳,张慧莉*,李占超. 基于OPLS方法的混凝土坝小样本安全监控模型研究[J]. 水利水电技术,2016,01:113-116.

　　[23]徐波*,李占超,黄志洪,欧斌,郑付刚. 混凝土坝裂缝转异诊断的云模型法[J]. 中国科学:技术科学,2015,11:1218-1226.

　　[24]徐波*,陆伟刚,李占超,黄志洪. 混凝土坝裂缝转异诊断的顺序典型小概率法[J]. 中国科学:技术科学,2014,10:1035-1042.

　　[25]杨阳*,方春晖,李占超,秦栋. 基于最大熵的坝体健康评估专家模糊赋权模型[J]. 长江科学院院报,2011,03:20-23.