how to determine the minimum embedment depth of cofferdam under the force caused by wave and flow for the design of the cofferdam
ensuring the construction safety has important and practical value. In this paper
the threedimensional source distribution method is adopted to establish the mathematical calculation model of wave force for large scale structures
and superimposed by "General code for design of highway bridge and culverts" related formula of current force
to determine the cofferdam structure for the wave flow combination reaction. And then through the actual project of the steel sheet pile cofferdam in the "strong current
weak wave load combination" and "strong current
strong wave load combination " of cofferdam for the minimum depth of embedment of application examples
the feasibility of the method was verified. Finally
we discussed the wave flow combined with rectangular cofferdam structure displacement and angle relationship
and the factors affecting the cofferdam embedment depth make the multi-parameter analysis
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JTS 144-1-2010. 港口工程荷载规范 [S]. 2010
The transfer matrix method applied to steel sheet pile walls [J] . D. A.Kort. Int. J. Numer. Anal. Meth. Geomech. . 2003 (6)