highlander50
Geotechnical
- Oct 4, 2022
- 6
Hi engineers,
I'm currently facing a project where piles are going to be tilted (B) insted of vertical (0º), and those are going to be subjected to pull out (similar to an anchorage).
The piles will be directly rammed into the soil and will be steel piles.
I attach an scheme for a better explanation an scheme below.
Does anyone knows where can I found information regarding how the effect of the close surface must be considered? I guess that in depth the effect of the surface can be neglect, but don't know how deep will it be or if I have to ommit pile resistance for the first part of the calc.
Any reference regarding to this would be much appreciate.
Thank you so much in advance,
Best regards,
I'm currently facing a project where piles are going to be tilted (B) insted of vertical (0º), and those are going to be subjected to pull out (similar to an anchorage).
The piles will be directly rammed into the soil and will be steel piles.
I attach an scheme for a better explanation an scheme below.
Does anyone knows where can I found information regarding how the effect of the close surface must be considered? I guess that in depth the effect of the surface can be neglect, but don't know how deep will it be or if I have to ommit pile resistance for the first part of the calc.
Any reference regarding to this would be much appreciate.
Thank you so much in advance,
Best regards,