I am designing a water retaining structure which is cast within the sheetpiles.
The wall are pretty thick and the external formwork for the walls is provided by the sheetpiles. the internal formal to the walls is plywood.
I would like to know what kind of restraint wil the sheetpiles offer...
Can someone please help me with any guidance on design of concrete pipe surround for the pipe laid at shallow depth.
I have been asked to confirm the capacity of unreinforced concrete surround to pipe.
Regards,
Shreevardhan
Just wanted to know how the design of the bridge deck is done for temperature loads.
is it that the temperature loads are reduced by a factor that relates to the creep coefficient of concrete.
Thanks
