Journal of Guangdong University of Technology ›› 2022, Vol. 39 ›› Issue (01): 129-134.doi: 10.12052/gdutxb.200102

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Test and Numerical Analysis of Penetration Resistance of Static Pressure Steel Sheet Pile

Li Yu-hang1, Gao Zhen-yu2, Yang Xue-qiang1, Liu Pan1   

  1. 1. School of Civil and Transportation Engineering, Guangdong University of Technology, Guangzhou 510006, China;
    2. Guangdong Sohui Technology Co., Ltd., Guangzhou 510075, China
  • Received:2020-08-06 Published:2022-01-20

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Abstract: In order to study the driving behavior and possibility of jacked steel sheet pile in layered stratum, the commercial finite element software ABAQUS is used to analyze the continuous penetration process of static pressure steel sheet pile into different soil layers by using the method of Coupled Eulerian-Lagrangian (CEL) analysis, and the curve of pile sinking resistance with penetration depth is obtained. Then combined with an engineering example, the influence of the change of dilatancy angle on the simulation results is discussed, and the cloud chart of soil stress distribution around the pile after pile driving is analyzed. Finally, the simulation results are compared with the field measured data of a project, and the differences between the simulated values and the measured values are analyzed. The simulation results can predict the possibility of driving steel sheet pile in layered stratum and improve the construction possibility of static pressure steel sheet pile.

Key words: steel sheet pile, Coupled Eulerian-Lagrangian analysis, sinking pile analysis, numerical simulation

CLC Number: 

  • TU473
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