ConnorM
Structural
- Mar 27, 2010
- 4
Greetings,
Long time reader, first time poster.
I have a situation with a single family dwelling with a slab-on-grade. Some settlement in the soils beneath the slab occurred, which affected the under-slab ducts, and the sanitary line. Ducts were abandoned in favor of ducts in headers, and the slab was cut to excavate and repair sanitary. One problem, when they excavated under the slab someone 'noticed' that under slab settlement had occurred "up to 4 inches". Please note there is no visible damage to the slab from above. Needless to say, this in now a Charlie Foxtrot.
Some details:
-Slab unreinforced typically (fibermesh concrete was used, 3500 PSI)
-Slab 4" thick
-Slab is tied in around edge, and also the slab is poured overtop some intermediate supports for point-loads and whatnot (basically assume supports at 10 ft on center each way in addition to whatever soil is left in contact).
-Wall and intermediate supports are all deeper than slab ~4ft.
-Slab does not directly support any structure for the remainder of the house (no slab thickening for bearing walls, etc.).
Not sure how much is unsupported, its undocumented as far as I know and everything is currently sealed again. There is a fellow involved who seems to take pride in escalating problems and I'm not sure how to deal with that. I'm more of the opinion that if one day the slab breaks and I'm 4 inches shorter than I was a second ago, I should probably go fix that, rather than the drop several thousand dollars on something that might not actually be a problem ever. The term "Life Safety Issue" is being thrown around, but I haven't found any real support for that argument (or anything that shuts it down).
I'm looking for some advise in a "if it was your house" vein, and also some legitimate sources of information on the subject. I haven't been able to find much in the way of technical documents of any kind on this type of construction. Most books I have seem to deal with much larger scope projects.
Long time reader, first time poster.
I have a situation with a single family dwelling with a slab-on-grade. Some settlement in the soils beneath the slab occurred, which affected the under-slab ducts, and the sanitary line. Ducts were abandoned in favor of ducts in headers, and the slab was cut to excavate and repair sanitary. One problem, when they excavated under the slab someone 'noticed' that under slab settlement had occurred "up to 4 inches". Please note there is no visible damage to the slab from above. Needless to say, this in now a Charlie Foxtrot.
Some details:
-Slab unreinforced typically (fibermesh concrete was used, 3500 PSI)
-Slab 4" thick
-Slab is tied in around edge, and also the slab is poured overtop some intermediate supports for point-loads and whatnot (basically assume supports at 10 ft on center each way in addition to whatever soil is left in contact).
-Wall and intermediate supports are all deeper than slab ~4ft.
-Slab does not directly support any structure for the remainder of the house (no slab thickening for bearing walls, etc.).
Not sure how much is unsupported, its undocumented as far as I know and everything is currently sealed again. There is a fellow involved who seems to take pride in escalating problems and I'm not sure how to deal with that. I'm more of the opinion that if one day the slab breaks and I'm 4 inches shorter than I was a second ago, I should probably go fix that, rather than the drop several thousand dollars on something that might not actually be a problem ever. The term "Life Safety Issue" is being thrown around, but I haven't found any real support for that argument (or anything that shuts it down).
I'm looking for some advise in a "if it was your house" vein, and also some legitimate sources of information on the subject. I haven't been able to find much in the way of technical documents of any kind on this type of construction. Most books I have seem to deal with much larger scope projects.