Mangtomas,
Is there a specific reason a retaining wall would be more desirable than a sheet pile wall? Could you put earth anchors in the upland?
Basic design manual: https://www.publications.usace.army.mil/portals/76/publications/engineermanuals/em_1110-2-2504.pdf
Hey Little Inch,
I am guessing this is for a dredging project? The dynamic forces acting on a bucket from the operator banging it against the bottom will most likely be more than the static lifting forces calculated. I would be intreated to know the context of this one.
Hey Turtle Dog,
Would the client go for an anchored sheet pile wall? that is what we would do for this scenario down in Florida.
You drive something like a Vanguard HD corrugated Viynle panel down with embedment equal to 40% to 50% of the exposed face of the wall. The top of the wall would...
I saw several questions on this site about applying point loads and modeling different walls in SPW911. I am open to feedback if there is a flaw in my logic.
SPW911 as produced by Pile Buck will model a continues wall. Occasionally you may want to apply a point load or find the required...
I design marinas.
The above mentioned reports are a good start to layout and spacing.
I know at least in Florida the floating dock manufacturer supplies all plans for the floating docks. The Civil (or coastal) engineer supplies the overall layout and anchor piling design. You will need to...
