刘维

发布时间：2025-07-08浏览次数：4239

  • 1、Analytical analysis of working face passive stability during shield tunneling in frictional soils,Acta Geotechnica,SCI,2019,Wei Liu,Soochow Univeristy,Peixin Shi,Lijuan Chen,Peixin Shi,Soochow Univeristy,DOI: 10.1007/s11440-018-0753-3
  • 2、Face stability analysis of shield driven tunnels shallowly buried in dry sand using 1 g large-scale model tests,Acta Geotechnica,SCI,2018,Wei Liu,Soochow University,Yu Zhao,Peixin Shi,Yu Zhao,Zhejiang University,13/3/693-705,1
  • 3、Observed performance of three adjacent 48-m depth concrete diaphragm wall panels in silty soils,Canadian Geotechnical Journal,SCI,2019,Wei Liu,Soochow University,Peixin Shi,Haiguang, Li,Peixin Shi,Soochow University,DOI: 10.1139/cgj-2017-0676,1
  • 4、Experimental and Analytical Study of Jacking Load during Micro tunneling Gongbei Tunnel Pipe Roof,,Journal of Geotechnical and Geo-environmental Engineering ASCE,SCI,2018,Peixin Shi,Soochow Uniersity,Wei Liu,Jianli Pan,Wei Liu,Soochow Uniersity,144/1/05017006,2
  • 5、Upper bound analysis for estimation of the influence of seepage on tunnel face stability in layered soils.,Journal of Zhejiang University Science-A,SCI,2016,Wei Liu,Soochow University,Bettina Albers,Yu Zhao,Yu Zhao,Zhejiang University,17/11/886-902,1
  • 6、A three-dimensional mechanism for global stability of slurry trench in frictional soils,European Journal of Environmental and Civil Engineering,SCI,2019,Wei Liu,Soochow University,Peixin Shi,Guoqing Cai,Peixin Shi,Soochow University,DOI: 10.1080/19648189.2019.1667876,1
  • 7、An improved mechanism for partial blowout instability of tunnel face in large slurry shield-driven tunnels,Acta Geotechnica,SCI,2024,Wei Liu,Soochow University,Xuanyang Zhang,Wu Ben,Wei Liu,Soochow University,1-18,1
  • 8、Tunnelling-induced ground deformation subjected to the behavior of tail grouting materials,Tunnelling and Underground Space Technology,SCI,2023,Wei Liu,Soochow University,Jiaxin Liang,Tao Xu,Wei Liu,Soochow University,140:105253,1
  • 9、Analysis of working face stability during obstruction removal from a box tunnel machine,Acta Geotechnica,SCI,2022,Wei Liu,Soochow University,Peixin Shi,Miao Yu,Wei Liu,Soochow University,4627–4639,1
  • 10、Upper bound analysis of working face passive failure in large-diameter shield tunneling based on a composite mechanism,Computers and Geotechnics,SCI,2021,Wei Liu,Soochow University,Ben Wu,Peixin Shi,Peixin Shi,Soochow University,138:104362,1