CWEngineer
Civil/Environmental
- Jul 3, 2002
- 269
Right now I am working on preliminary calculations for a pile supported retaining wall. I have transferred the loads to my concrete beam/footing and have the Factor Axial Load, Moments and Shear.
I am looking into using a Caltrans Standard 16 in. CIDH pile located on B2-3 of the Caltrans Standard Plans, which has the design capacity and I also plan to use the Lateral Resistance from section 4.5.6.5.1 from the Caltrans Bridge Design Specifications November 2003.
Do you guys know of a reference that discusses this kind of design to help me out in this design. Right now I am working independently on this project and want to get as much info.
THANKS
I am looking into using a Caltrans Standard 16 in. CIDH pile located on B2-3 of the Caltrans Standard Plans, which has the design capacity and I also plan to use the Lateral Resistance from section 4.5.6.5.1 from the Caltrans Bridge Design Specifications November 2003.
Do you guys know of a reference that discusses this kind of design to help me out in this design. Right now I am working independently on this project and want to get as much info.
THANKS