英文期刊论文
[1] Liu J C, Tan Y*. Review of through-wall leaking incidents during excavation of the subway stations of Nantong metro line 1 in thick water-rich sandy strata[J]. Tunnelling and Underground Space Technology, 2023, 135: 105056. (SCI, JCR Q1)
[2] Liu J C, Tan Y *, Chao H, Li J L. Investigation on failure of deep excavations in erodible sandy strata triggered by heavy rainfall[J]. Engineering Failure Analysis, 2024, 164: 108733. (SCI, JCR Q1)
[3] Liu J C, Wang Z Y, Tan Y*, Cao Y C. Failure evolution and mechanism of ground collapse due to exfiltration of shallowly buried water pipeline[J]. Engineering Failure Analysis, 2024, 162: 108390. (SCI, JCR Q1)
[4] Liu J C, Tan Y*. Hydraulic fracture failure during excavation of a working shaft for subway station: Forensic diagnosis and postfailure rehabilitation[J]. Engineering Failure Analysis, 2024, 155: 107750. (SCI, JCR Q1)
[5] Liu J C, Tan Y*, Liao S M. Protection of a 193.5-m high concrete tube-shaped TV tower close to subway excavations[J]. Journal of Performance of Constructed Facilities, ASCE, 2023, 37(5): 04023043. (SCI, JCR Q2)
[6] Liu J C, Tan Y*. Responses of a short column-supported highrise tower to adjacent deep excavations and dynamic optimization of protection plans[J]. Frontiers of Structural and Civil Engineering, 2024, 18: 1775-1793. (SCI, JCR Q2)
[7] Liu J C, Tan Y*, Cao Y C. Ground subsidence and stress arching due to cavity collapse from buried pipe exfiltration[J]. Geotechnical and Geological Engineering, 2025, 43: 309. (ESCI, JCR Q3)
[8] Fan D, Tan Y*, Liu J C, Gong D. Database of deep excavations for metro stations in thick water-rich sandy strata: statistical analyses[J]. Tunnelling and Underground Space Technology, 2025, 165: 106890. (SCI, JCR Q1)
[9] Tan Y, Liu J C, Lu Y*. Assessing the risks and technical challenges of reckless pre-excavation dewatering and through-wall leaking in thick aquifers[J]. Journal of Performance of Constructed Facilities, ASCE, 2025, 39(5): 04023043. (SCI, JCR Q2)
[10] Wang Z Y, Liu J C, Tan Y*, Long Y Y. Experimental and numerical investigation on internal erosion induced by infiltration of defective buried pipe[J]. Bulletin of Engineering Geology and the Environment, 2025, 84: 38. (SCI, JCR Q1)
中文期刊论文
[1] 刘俊城, 谭勇*, 樊冬冬. 深厚富水砂土地铁深基坑变形性状及频发地墙渗漏灾害分析[J]. 岩土工程学报, 2025, 已录用. (中文EI)
[2] 刘俊城, 谭勇*, 宋享桦, 等. 富水砂土基坑渗水对侧墙变形和周边环境的影响[J]. 浙江大学学报(工学版), 2023, 57 (3): 530-541. (中文EI, 中国知网高被引、高PCSI论文)
[3] 刘俊城, 谭勇*, 张生杰. 地铁车站深基坑开挖变形智能多步预测方法[J]. 上海交通大学学报, 2023, 58 (7): 1108-1117. (中文EI, 中国知网高下载、高PCSI论文)
[4] 张誉津, 刘俊城, 谭勇*. 深厚富水砂性地层深基坑开挖降水变形特性研究[J]. 隧道建设(中英文), 2023, 43 (09): 1511-1522. (中文EI, 中国知网高被引论文)
[5] 韩旭, 刘俊城*, 张建辉, 等. 深厚富水砂土地层深基坑开挖降水变形研究[J]. 建筑结构, 2022, 52: 2246-2255. (中文核心)
国际会议论文
[1] Liu J C, Hu S L, Tan Y*, Chao H. Building responses to soil removal, dewatering, and artificial recharge during deep excavation in water-rich sandy strata[C]//IOP Conference Series: Earth and Environmental Science. IOP Publishing, 2024, 1336(1): 012021. (英文EI)
[2] Liu J C, Tan Y*, Jiang W Z. A case study of protection for a building adjacent to deep excavation in saturated sandy deposits[C]//International Association for Engineering Geology and the Environment. Singapore: Springer Nature Singapore, 2023: 149-160. (英文EI)
[3] Chao H, Jiang X T, Tan Y*, Liu J C. Mechanical responses of shallowly buried pipelines to adjacent deep excavations considering heavy rainfall influence[C]//IOP Conference Series: Earth and Environmental Science. IOP Publishing, 2024, 1336(1): 012015. (英文EI)
[1] 福州大学人才科研启动基金项目, 富水砂土深基坑地墙渗漏诱发邻近建筑物灾变演化机理与防控研究，2025.12~2027.11, 主持
[2] 国家自然科学基金面上项目, No. 42177179, 暴雨-交通因素影响下管道渗蚀引发城市道路塌陷灾害及防治研究, 2022.01~2025.12，主要参与
[3] 国家自然科学基金面上项目, No. 41877286, 暴雨气候下砂砾石地层中城市深开挖工程灾变机制研究, 2019/09~2022/07, 参与
[4] 国家自然科学基金面上项目, No. 41672269, 宏细观尺度下碎石混黏土地层中深开挖与临近既有盾构隧道相互影响机理研究, 2019.09~2020.12, 参与
[5] 南通轨道交通集团有限公司科研项目, 全断面富水砂性地层中深基坑施工风险评估与防控保护关键技术研究, 2019.09~2023.12，主要参与
