2008 Vol. 35, No. 1
Article Contents

LIUXun, . Research on three-dimensional numerical simulation of the foundation pit bracing structure deformation prediction[J]. Hydrogeology & Engineering Geology, 2008, 35(1): 53-57.
Citation: LIUXun, . Research on three-dimensional numerical simulation of the foundation pit bracing structure deformation prediction[J]. Hydrogeology & Engineering Geology, 2008, 35(1): 53-57.

Research on three-dimensional numerical simulation of the foundation pit bracing structure deformation prediction

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  • Corresponding authors: LIUXun ;  ; 
  • Linking with the real project example-the project of the "New World Center" in Wuhan and applying the function of FLAC3D software which is based on the three-dimensional Fast Lagrangian Analysis of Continua,the paper establishes the three-dimensional model.According to the comparation and analysis between the result of simulation transmogrification and that of real survey result in build site,the paper gets the sum-up of research conclusion and rule in lateral displacement,the perpendicular displacement and the construction process of the Shotcret-bolting,and validates the rationality and advantage of applying the three-dimensional Fast Lagrangian Analysis of Continua in the research of foundation pits Shotcret-bolting structure transmogrification.This also has broadened and perfected its forecast theory.The conclusion that we have reached provides an important reference value to the research,design and construction of the kind projects.
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    沈阳化工大学材料科学与工程学院 沈阳 110142

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