ThingsLearner
Geotechnical
- Jul 23, 2007
- 16
I am working at the site of an 8-story steel structure (moment resisting frame). The structure is located in a highly active seismic zone in CA. The construction of the mat foundation has been finished. The base plates have been placed and leveled and now they want to install the columns of the 1st floor (16" box cross-section, 1.125" thick).
For some of base plates, there is 3" to 4" clearance between the bottom of the plate and the foundation surface. They have used regular cement grout underneath these base plates.
I had previously seen up to 2" gap beneath base plates where cement-based grout was used. Isn't there any problem with using cement grout with 3 to 4 inches of thickness? Shouldn't they use pea gravel in the grout? If you see problem, how should we fix it? Is there any way to reinforce the grout? what is the cheapest remedy if necessary?
I appreciate your help.
For some of base plates, there is 3" to 4" clearance between the bottom of the plate and the foundation surface. They have used regular cement grout underneath these base plates.
I had previously seen up to 2" gap beneath base plates where cement-based grout was used. Isn't there any problem with using cement grout with 3 to 4 inches of thickness? Shouldn't they use pea gravel in the grout? If you see problem, how should we fix it? Is there any way to reinforce the grout? what is the cheapest remedy if necessary?
I appreciate your help.