SLAB ON GRADE SUPPORT
SLAB ON GRADE SUPPORT
(OP)
Hi Engineers,
I am looking for the best way to support an existing slab (300mm thick) on grade before excavation under the slab to pass my services. See attached; assuming the slab is weak and not reinforced. Also assume the soil to be weak.
I am looking for the best way to support an existing slab (300mm thick) on grade before excavation under the slab to pass my services. See attached; assuming the slab is weak and not reinforced. Also assume the soil to be weak.





RE: SLAB ON GRADE SUPPORT
Dik
RE: SLAB ON GRADE SUPPORT
RE: SLAB ON GRADE SUPPORT
Dik
RE: SLAB ON GRADE SUPPORT
And with the large pit to support the slab; I want to support the slab first before excavating to the required depth.
Hokie66, how i wish i can do as you proposed but i am afraid it is an existing slab that contain other service which will complicate issues when i do not want to touch.
RE: SLAB ON GRADE SUPPORT
Dik
RE: SLAB ON GRADE SUPPORT
RE: SLAB ON GRADE SUPPORT
Dik
RE: SLAB ON GRADE SUPPORT
RE: SLAB ON GRADE SUPPORT
RE: SLAB ON GRADE SUPPORT