Where is the best location for a geogrid under slab on grade(not open to traffic)
Where is the best location for a geogrid under slab on grade(not open to traffic)
(OP)
Pals
I will be placing a slab on grade on a swelling clay[ PI > 45 but swelling percentage is about 1.5 to 1.7 and seasonal water variation is around 1m (3ft) and I can beat the swelling pressure of about 0.2 ton/ft2 (2 metric tons/m2)]. The owner wants a geogrid and I am planning to place it right at the middle of the subbase.
Given that this is not a pavement subject to vehicular loads and I am running out of time, I think this is enough.
Should I research further?
respects
IJR
I will be placing a slab on grade on a swelling clay[ PI > 45 but swelling percentage is about 1.5 to 1.7 and seasonal water variation is around 1m (3ft) and I can beat the swelling pressure of about 0.2 ton/ft2 (2 metric tons/m2)]. The owner wants a geogrid and I am planning to place it right at the middle of the subbase.
Given that this is not a pavement subject to vehicular loads and I am running out of time, I think this is enough.
Should I research further?
respects
IJR





RE: Where is the best location for a geogrid under slab on grade(not open to traffic)
RE: Where is the best location for a geogrid under slab on grade(not open to traffic)
f-d
¡papá gordo ain’t no madre flaca!