crossframe
Structural
- Mar 30, 2004
- 276
We have a segmental retaining wall 8 to 15 ft in height that supports a roadway over a culvert. (Versa-Lok, Keystone, etc.) The wall has been in service 15 to 20 years, and several areas of the concrete blocks have severely deteriorated from what appears to roadsalt-laden runoff and freeze-thaw cycles. (You can easily dig your way through some of the blocks with a hammer.) There are no plans, but there is a geogrid every 3 of 4 courses.
Since the geogrid is doing most of the work retaining the soil, I'm wondering if the blocks can be removed and replaced. This would limit excavation behind the wall, perhaps to the width of a plate compactor, for compaction and to re-attach the grid to the blocks as with new construction.
Has anyone ever seen or done this? I understand that this does not (or may not) addresss the root cause of the deterioration, but it may be an option to consider if it can be done.
Thanks.
Since the geogrid is doing most of the work retaining the soil, I'm wondering if the blocks can be removed and replaced. This would limit excavation behind the wall, perhaps to the width of a plate compactor, for compaction and to re-attach the grid to the blocks as with new construction.
Has anyone ever seen or done this? I understand that this does not (or may not) addresss the root cause of the deterioration, but it may be an option to consider if it can be done.
Thanks.