Foundation on FIlled up soil
Foundation on FIlled up soil
(OP)
Dear Experts!!!
I have a situation,
The project land is 4.0m lower than Road level, and the Hard rock is exist at 3.0m below existing ground level.
As the land is low lying, the project team decided to fill-up the land around 4.0 to 4.5m with engineering fill to match the road level.
As this is industrial plant, the Maximum column load expected to be in the range of 400 to 500 tons.
Can I rest my foundation on filled up soil(engineering fill) if I can achieve 99% Modified proctor density compaction?
Regards
Bala
I have a situation,
The project land is 4.0m lower than Road level, and the Hard rock is exist at 3.0m below existing ground level.
As the land is low lying, the project team decided to fill-up the land around 4.0 to 4.5m with engineering fill to match the road level.
As this is industrial plant, the Maximum column load expected to be in the range of 400 to 500 tons.
Can I rest my foundation on filled up soil(engineering fill) if I can achieve 99% Modified proctor density compaction?
Regards
Bala





RE: Foundation on FIlled up soil
RE: Foundation on FIlled up soil
The fill can be designed to exhibit low settlement. What soils do the insitu subgrade comprise of?
RE: Foundation on FIlled up soil
RE: Foundation on FIlled up soil
f-d
ípapß gordo ainÆt no madre flaca!
RE: Foundation on FIlled up soil
RE: Foundation on FIlled up soil
RE: Foundation on FIlled up soil
RE: Foundation on FIlled up soil
Thanks
RE: Foundation on FIlled up soil
Expect elastic settlement of the foundation; however.
RE: Foundation on FIlled up soil