|
<< Click to Display Table of Contents >> Navigation: Micropiles Calculation > Horizontal limit capacity |
The horizontal limit capacity is evaluated for cohesive soils and non-cohesive soils.
•Piles not bound to head rotation - short pile breaking mechanism:


•Piles not bound to head rotation - long pile breaking mechanism:

•Piles bound to head rotation - short pile breaking mechanism:
![]()
•Piles bound to head rotation - long pile breaking mechanism:

•Piles not bound to head rotation - short pile breaking mechanism:
![]()

•Piles not bound to head rotation - long pile breaking mechanism:
In this case, it is necessary to solve the following third-degree equation in Hlim:

•Piles bound to head rotation - short pile breaking mechanism:
![]()
![]()
•Piles bound to head rotation - long pile breaking mechanism:

For the meaning of the symbols, it is advisable to refer to the "Micro-piles Input" and "Yield Moment Calculation" sections.
© GeoStru