Abstract:Research purposes:The article aims to combine the Hub Project,for the special geological conditions of the project in which the city landfill area and project their own characteristics,to explore how to use the double pile retaining structure in the typical project.
Research conclusions:The relative parameters for design of the double - row pile was obtained by conducting the construction practice. Compared with the single - row pile,the structure of the double - row pile could effectively control the side - directional deformation of the foundation pit and reduce the bending moment of the pile to make the pile's bending moment more reasonable. The research on the computational model on consideration of the interaction between the pile and soil showed the horizontal shift of the soil in the influencing range gradually increased with increase of the excavation depth,but the influence of the excavation of the foundation pit on the horizontal shift of the soil gradually reduced with increase of the excavation depth.
张克意;俞济涛. 双排桩支护在某综合交通枢纽工程应用探讨[J]. 铁道工程学报, 2012, 29(10): 95-100.
ZHANG Ke - yi,YU Ji - tao. Application of Support Structure of Double Row Pile in Construction of Comprehensive Traffic Hub. 铁道工程学报, 2012, 29(10): 95-100.
Nie Qingke, Liang Jinguo, Han Lijun,etc.Deep Foundation Pit Double Row Pile Supporting Structure Design theory and Application[M].Beijing: China Architecture & Building Press,2008.
Nie Qingke,HuJianmin,Wu Gang.Deep Foundation Pit Double Row Pile Supporting Structure of the Earth Pressure on Deformation and Research[J].Rock Soil Force Science,2008(11) : 90-94.
Wang Jun ,Wang Lei,Xiao Zhaoran.Double Row Pile Supporting the Row Spacing of Finite Element Analysis and Research[J].Journal of Underground Space and Engineering,2005(6) : 96-99.
Li Jixun,Chen Jinghui,Zhang Jianji,etc.Cantilever Double Row Pile Deep Foundation Pit Supporting a New System of Research and Application[J].Construction Technology,2008(1) : 18-20.
Luo zhiyong . Soft Soil Area Reversed Subway Transfer Station Pit Deformation Characteristics [J].Journal of Railway Engineering Society,2010(12) : 93-98.
Huo Runke, Yan Mingyuan,Song Zhanping. The Monitoring and Numerical Analysys of Deep Foundation in Subway Station.[J ].Journal of Railway Engineering Society,2011(5) : 81-85.