›› 2007, Vol. 28 ›› Issue (9): 1904-1908.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Study of effect on pile foundation of Guomao Bridge induced by Guomao Metro Station construction at swerve

WU Bo1, LIU Wei-ning2, SUO Xiao-ming3, SHI Yu-xin3   

  1. 1. The Fourth Engineering Group Co., Ltd of China Railway，Hefei 230023, China; 2. School of Civil and Architectural Engineering, Beijing Jiaotong University, Beijing 100044, China; 3. The Third Survey and Design Institute of Railway, Tianjin 300142, China
  • Received:2005-04-25 Online:2007-09-10 Published:2013-10-15

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Abstract: In light of the Guomao Metro Station of Beijing Metro line 10, and using ABAQUS software, the construction process and construction effect on the adjacent pile foundation19-1 of Guomao Bridge are simulated; and the deformation and force character of pile foundation as well as the interaction mechanism of pile-soil are studied. The partial results acquired by simulation and measurement are compared; and a mass of harvest is achieved. The conclusions are reached that pile foundation19-1 of Guomao Bridge is safe during construction; and existing construction; project is reliable. The basis and guidance are provided for succedent Guomao Metro Station and similar engineering construction.

Key words: urban metro station construction, interaction of pile-soil, ABAQUS

CLC Number: 

  • U 451
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
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