Steel Reinforced Concrete Pile Design
Steel Reinforced Concrete Pile Design
(OP)
Hello,
So I am designing a steel reinforced concrete pile which will not work in the usual sense of having a vertical load applied, but to stabilise a slope, therefore subjected to lateral loading due to the failed slope circle.
My question however lies with the structural design of the pile and steel reinforcing.
I would like to know how to compute the Modulus of Elasticity (Youngs Modulus) of the pile. This will allow me to complete analysis on the section through an FEA program, which one of the input parameters for the material is its Youngs Modulus.
If anyone can offer guidance that would be great.
Thank you,
So I am designing a steel reinforced concrete pile which will not work in the usual sense of having a vertical load applied, but to stabilise a slope, therefore subjected to lateral loading due to the failed slope circle.
My question however lies with the structural design of the pile and steel reinforcing.
I would like to know how to compute the Modulus of Elasticity (Youngs Modulus) of the pile. This will allow me to complete analysis on the section through an FEA program, which one of the input parameters for the material is its Youngs Modulus.
If anyone can offer guidance that would be great.
Thank you,





RE: Steel Reinforced Concrete Pile Design
RE: Steel Reinforced Concrete Pile Design
As the geotech, I would ask how much deflection do you need to mobilize the active state of the soils?
I still have my Basic program for slope stability circles and resulting F.S., but it doesn't take deflections into account. Luckily, all my projects are still at the tops of their slopes.
RE: Steel Reinforced Concrete Pile Design
http://www.journalagent.com/pajes/pdfs/PAJES_15_2_...
RE: Steel Reinforced Concrete Pile Design
ps: In my last post I said active and meant passive .