liquefaction
liquefaction
(OP)
Dear Friends,
I have involved in project, where the sub soil till 30m is very poor . SPT N value is 5 to 10 till 30.0m depth. Type of soil is silty sand . We identify that the region more susceptible for liquefaction. Can anybody suggest what is most suitable method of improving the ground and to what depth the improvement to be carried out.
Regards
Bala
I have involved in project, where the sub soil till 30m is very poor . SPT N value is 5 to 10 till 30.0m depth. Type of soil is silty sand . We identify that the region more susceptible for liquefaction. Can anybody suggest what is most suitable method of improving the ground and to what depth the improvement to be carried out.
Regards
Bala





RE: liquefaction
RE: liquefaction
You need to supply us with more information to get better feedback. Had there been a liquefaction assessment undertaken?
RE: liquefaction
The proposed construction has multilevel factory manufacturing tower.
vertical load is in the range of 500 to 600 tons.
RE: liquefaction
LQ requires water table conditons. The OP doesn't say anything about the water table.
f-d
¡papá gordo ain’t no madre flaca!
RE: liquefaction
The water table is at top surface.
Regards
Bala
RE: liquefaction
OP could you explain the structure some more. Is it a tower type building supported on pad foundation? Sorry if I am missing the obvious.
RE: liquefaction
RE: liquefaction
RE: liquefaction