Hi, Geotechnical engineer looking at FNDs for single deck of car park, what sort of column loads could be expected for say 9m spans? The client is adding a raised car park deck to provide additional parking, so it's only one deck that will be supported.
Also, what sort of differential...
I need to design a pile mat / working platform on a sloping site. BRE470 is only intended for maximum slopes of up to 1 in 10. Does anyone have any guidance for steeper slopes? Still waiting for the dwgs before I'll know exactly what gradient I'm looking at.
My gut feeling is that it...
Does anyone have any experience of designing wind turbine foundations, especially the dynamic loads. Looking at both spread and piled FNDs. ANy advice greatly appreciated.