以“向地球深部进军”、“开发深地资源”及“川藏铁路工程”等国家重大工程需求为导向，围绕深部岩体致灾机理及防控技术开展基础和工程应用研究，在国内外岩石力学与工程地质领域主流权威期刊发表论文70余篇，其中以第一或通讯作者发表SCI论文25篇（中科院二区以上15篇，JCR Q2区以上19篇），EI论文7篇，论文总被引1200余次，单篇最高被引121次，H指数为20。（2022年9月数据） 一、代表性论文（Ten selected papers） [1] Weng, L., Wu, Z.*, Zhang, S., Liu, Q. & Chu, Z. (2022) Real-time characterization of the grouting diffusion process in fractured sandstone based on the low-field nuclear magnetic resonance technique. International Journal of Rock Mechanics and Mining Sciences, 152:105060. [2] Weng, L., Wu, Z.*, Liu, Q., Chu, Z. & Zhang, S. (2021). Evolutions of the unfrozen water content of saturated sandstones during freezing process and the freeze-induced damage characteristics. International Journal of Rock Mechanics and Mining Sciences, 142:104757. [3] Weng, L., Wu, Z.* & Liu, Q. (2020). Dynamic mechanical properties of dry and water-saturated siltstones under sub-zero temperatures, Rock Mechanics and Rock Engineering, 53, 4381-4401. [4] Weng, L., Wu, Z.* & Liu, Q. (2020). Influence of heating/cooling cycles on the micro/macrocracking characteristics of Rucheng granite under unconfined compression, Bulletin of Engineering Geology and the Environment, 79, 1289-1309. [5] Wu, Q., Li, X., Weng, L.*, Li, Q., Zhu, Y., & Luo, R. (2019). Experimental investigation of the dynamic response of prestressed rockbolt by using an SHPB-based rockbolt test system, Tunnelling & Underground Space Technology, 93, 103088. [6] Wu, Q., Weng, L.*, Zhao, Y., Guo, B. & Luo, T. (2019). On the tensile mechanical characteristics of fine-grained granite after heating/cooling treatments with different cooling rates. Engineering Geology, 253, 94-110. [7] Weng, L., Wu, Z.* & Li, X. (2018). Mesodamage characteristics of rock with a pre-cut opening under combined static-dynamic loads: A nuclear magnetic resonance (NMR) investigation. Rock Mechanics and Rock Engineering, 51(8): 2339-2354. [8] Weng, L.*, Li, X., Taheri, A., Wu, Q. & Xie, X. (2018). Fracture evolution around a cavity in brittle rock under uniaxial compression and coupled static–dynamic loads. Rock Mechanics and Rock Engineering, 51(2): 531-545. [9] Weng, L., Huang, L.*, Taheri, A., & Li, X. (2017). Rockburst characteristics and numerical simulation based on a strain energy density index: a case study of a roadway in Linglong gold mine, China. Tunnelling & Underground Space Technology, 69, 223-232. [10] Li, X., & Weng, L.* (2016). Numerical investigation on fracturing behaviors of deep-buried opening under dynamic disturbance. Tunnelling & Underground Space Technology, 54, 61-72.
二、申请/授权发明专利 1. 一种增强3D打印类岩石材料强度及改善其力学性能的方法，ZL 2018 1 1204291.0 2. 饱和冻结岩石未冻束缚水和未冻自由水含量的获取方法，ZL 2020 1 1359954. 3 3. 一种非均质岩石波速场的获取方法，申请号202011448942.8 4. 裂隙岩心渗透注浆充填效果检测方法及系统，ZL 2021 1 0158131.2
三、学术主页 ORCID: https://orcid.org/ 0000-0002-2981-5110 ResearchGate: https://www.researchgate.net/profile/Lei-Weng-2 Publons: https://publons.com/researcher/3937946/lei-weng/ Scopus: https://www.scopus.com/authid/detail.uri?authorId=56425148200 Google Scholar: https://scholar.google.com/citations?hl=zh-TW&user=gqJnBbMAAAAJ Homepage: http://jszy.whu.edu.cn/leiweng/zh_CN/index.htm
热忱欢迎有岩土、采矿、地质等专业背景且对科研感兴趣的本科生、研究生加入多场耦合岩土工程灾害控制与预测研究团队，详见科研团队主页http://zhijunwu-whu.com。 |
