Hi,
I dont see any documents particularly for piled retaining wall. You can derive from the basic principle.
While calculating overturning effects from the lateral pressure, you may require to provide a pile to resist tension (uplift) or compression.
And or it may need to resist lateral shear as well.
The bottom slab of the retaining wall to be designed to transfer the forces to the piles. If you have any problem, you can post the pictures to help more on this.
Regards,
Visu
I dont see any documents particularly for piled retaining wall. You can derive from the basic principle.
While calculating overturning effects from the lateral pressure, you may require to provide a pile to resist tension (uplift) or compression.
And or it may need to resist lateral shear as well.
The bottom slab of the retaining wall to be designed to transfer the forces to the piles. If you have any problem, you can post the pictures to help more on this.
Regards,
Visu