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  1. g550

    DESIGN OF MUDMAT TO CARRY A PLEM (PIPE LINE END MANIFOLD)

    Hi all, Trying to design a mudmat to carry a PLEM (pipe line end manifold) to be located 11m below water surface, soil bearing =15kN/m2, besides the centriod of PLEM wrt that of the mud mat, what other factors do i consider?
  2. g550

    DESIGN OF MUDMAT TO CARRY A PLEM (PIPE LINE END MANIFOLD)

    Hi all, Trying to design a mudmat to carry a PLEM (pipe line end manifold) to be located 11m below water surface, soil bearing =15kN/m2, besides the centriod of PLEM wrt that of the mud mat, what other factor do i consider?

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