1. 代表性学术论文:
① Zechuang Li, Peifeng Cheng*, Junjie Zheng. Prediction of time to slope failure based on a new model. Bulletin of Engineering Geology and the Environment. 2021, 80: 5279-5291.(SCI检索,Q1区,IF= 4.298)
② Zechuang Li, Zhibin Liu*. Influence of particle shape on the macroscopic and mesolevel mechanical properties of slip zone soil based on 3D scanning and 3D DEM. Advances in materials science and engineering. 2021, 2021: 9269652(SCI检索,Q4区,IF=1.726)
③ Zechuang Li, Peifeng Cheng*, Zhibin Liu, Junjie Zheng. Study on surface stability and residual deformation of old goaf in Dongjiagou mine, China. Civil Engineering Journal. 2021, 30(1): 30-46.(EI检索)
④ Zhu Fu, Li Zechuang*, Dong Weizhi, Ou Yangyun. Geotechnical properties and microstructure of lime-stabilized silt clay. Bulletin of Engineering Geology and the Environment. 2019, 78(4): 2345-2354.(SCI检索,Q2区,IF= 2.138,通讯作者)
⑤ Nie Lei, Li Zechuang*, Lv Yan, Wang Hongfei. A new prediction model for rock slope failure time: a case study in West Open-Pit mine, Fushun, China. Bulletin of Engineering Geology and the Environment. 2017, 76(3): 975-988.(SCI检索,Q2区,IF= 1.825,通讯作者)
⑥ Nie Lei, Li Zechuang*, Zhang Min, Xu Lina. Deformation characteristics and mechanism of the landslide in West Open-Pit Mine, Fushun, China. Arabian Journal of Geosciences, 2015, 8(7): 4457-4468. (SCI检索,Q4区,IF= 0.86,通讯作者)
⑦ 李泽闯, 程培峰*, 胡志文, 郑俊杰. 土石路堤压实质量控制与碾压动力响应模拟分析.土木与环境工程学报, 2021, 43(4):33-41.(北大中文核心,CSCD)
⑧ 胡志文, 程培峰*, 李泽闯, 董乃宝.基于沉降差和动态变形模量的含巨粒土路基压实质量控制.森林工程,2022, 38(1): 124-131. (北大中文核心)
⑨ 李泽闯, 刘志斌*, 程培峰, 张昊, 蔡启源. 基于颗粒流方法的含粗粒滑带土宏细观力学特性研究. 辽宁工程技术大学学报(自然科学版). (已录用,北大中文核心)
⑩ 李泽闯, 蔡启源. 农林院校“微课+对分课堂”教学模式在工程地质课程中的应用.安徽农业科学,2021,49(19):274-277.
2.授权专利5项。
① 李泽闯, 程培峰. 一种挡土网和抗滑桩-挡土网联合支挡系统, 2021-2-26, 中国, CN201910101885.7. (发明专利)
② 李泽闯, 刘志斌, 张昊, 蔡启源, 吴光雄. 一种可视化剪切盒, 2022-1-21, 中国, CN202120391416.6 (实用新型专利)
③ 李泽闯, 吴光雄, 谭彤, 刘博, 朱泽, 高泽宁. 一种用于粗颗粒土中型剪切仪的大容积重塑试样制样仪, 2021-9-17, 中国, CN202022790614.8. (实用新型专利)
④ 李泽闯, 程培峰. 一种桩网墙联合支挡系统, 2020-1-14, 中国, CN201920178637.8. (实用新型专利)
⑤ 李泽闯, 程培峰. 一种缓冲消能结构, 2018-11-23, 中国, CN201820625817.1. (实用新型专利)