Local Reinforcement Measures of Single Row Steel Sheet Pile under Proximity Embankment
The present study is based on the construction of a steel cofferdam in proximity to an embankment.The objective is to calculate and analyze the strength,stiffness and stability of the steel cofferdam using finite element software.The results demonstrate that as the thickness of the wall plate increases,the maximum stress value of each member exhibits a gradual reduction.Furthermore,the utilization of I40 to 2I45 I-beam walings results in a reduction in the local displacement,combined stress and shear stress value of the structure.Additionally,the optimization of the walings'structure and connection method enhances the stability and overturning resistance of the steel cofferdam.
steel cofferdamstressdisplacementstabilityfinite element analysis
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