Thank you so much for finding the time to respond ussuri, your information is very helpful, I am doing both and was wanting to ensure i have taken into account all relevant considerations.
Thank you so much ishvaaag i found this very helpful, i am still concern about the mudmat and PLEM moving after installation due to water currents, the mud mat is already existing as 7.2m X 4.8m perforated carbon steel plate platform with 10mm thick steel plates forming 600mm x 600mm x 600mm...
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?
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?