[1]LUO Yu,XU Qiang,HE Si-ming,LI Xin-po,HE Jin-chuan,WU Yong. A new method to calculate lateral force acting on stabilizing piles based on multi-wedge translation mechanism. Journal of central south university. 2015, 22(2):654-661.
[2]Yu Luo, Si-ming He, Fang-zhu Chen, Xin-po Li, Jin-chuan He. A physical model considered the effect of overland water flow on rainfall-induced shallow landslides. Geoenvironmental Disasters, 2015, 2:8. DOI 10.1186/s40677- 015-0017-6.
[3]Yu Luo. Siming He. Wei Liu. Full dynamic process simulation of landslidesusing a combination of limit analysis and Savage-Hutter model. Environmental earth sciences, 2017, 76(3), 104.
[4]Yu Luo, Wei Liu, Siming He, Jiang Yuanjun, Xiaoqing Lei. Dynamic process simulation of rainfall-induced Sanxicun landslide based on a thermo-poro-elastic approach. Natural hazards. 2018, 92(1):415-428.
[5]Yu Luo & Ming-li Xiao Stability analysis for pre-reinforced piles within high cutting slope, European Journal of Environmental and Civil Engineering, 2023, 27:7, 2529-2541.
[6]陈强,罗渝.考虑摩擦热效应的大型冰崩高速远程摩擦弱化模型研究,自然灾害学报. 2025, 34(1):49-61.
[7]专著:边坡锚固结构作用机理与耐久性设计,何思明、丁小军、罗渝等,人民交通出版社,2017.
[8]专著:何思明、吴永、欧阳朝军、李新坡、罗渝. 崩塌滚石灾害形成演化机理与减灾关键技术,“十二五”国家重点图书出版规划项目,科学出版社,2015.
[9]地方标准:高山,何思明,潘长平,罗渝,王成华,吴清,姚文奇,王付,孙蕊鑫,李新坡.公路路堑边坡超前支护设计规范,DB61/T973-2015,陕西省,2015.
[10]软件著作权:一种基于摩擦热效应的大型冰崩运动数值模拟平台V1.0(2025SR0134408), 2025.
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