geoffdale
Structural
- Dec 17, 2004
- 91
Hi all;
We have a project where a building is settling both vertically and rotating as well.(almost like the wall tipping over) The building is quite old (over 100 years) and quite heavy construction (concrete and masonry/brick). The geotech is proposing a helical pier system. I understand that this would help the vertical settlement, but I have huge concerns over the rotation/horizontal movement.Has anyone used this method before for a similar situation? Any input/comments would be appreciated.
We have a project where a building is settling both vertically and rotating as well.(almost like the wall tipping over) The building is quite old (over 100 years) and quite heavy construction (concrete and masonry/brick). The geotech is proposing a helical pier system. I understand that this would help the vertical settlement, but I have huge concerns over the rotation/horizontal movement.Has anyone used this method before for a similar situation? Any input/comments would be appreciated.