|
Vedan (Geotechnical)
2 May 08 22:36
Currently I'm using StaadPro to model pile foundation. Hence, I am required to apply spring constants along the pile length.
Given a site condition of soft clay overlay of 30m, what will be the formula to be used to calculate the spring constant values.
Further to the above, what is the difference between soil modulus and soil modulus of variation?
Thanks
ThingsLearner (Geotechnical)
4 May 08 23:29
I suggest that you take a look at API recommended spring constants (p-y, q-z, ...). I think these properties are the common practice although recent CALTRANS research has shown that depending on the pile boundary conditions, the API lateral spring (p-y) capacities may be conservative.
herewegothen (Structural)
9 May 08 6:57
字串7
pile capacity/pile settlement at load?
（Click：）
|
Add TO Favorites
