Hum? Not sure what a floating column is, but since you are just pretending I guess it doesn't matter. All snarkiness aside, explain what your intent is, ie. a floating column.
@@SteveMillerhuntingforfood in cases of a very thick soft soil layer, say 40meters, using a GEC that goes over 40m may become less cost-effective, so, u might want to think on floating columns.
how heavy are the sleeves of the geotextile? 100 g/m2 or 250 g/m2 and to which depth does this method work?
good technology
what if i pretend to use it for floating columns?
Hum? Not sure what a floating column is, but since you are just pretending I guess it doesn't matter.
All snarkiness aside, explain what your intent is, ie. a floating column.
@@SteveMillerhuntingforfood by floating columns i mean those that does not reach the bearing stratum (e.g a rock).
@@SteveMillerhuntingforfood in cases of a very thick soft soil layer, say 40meters, using a GEC that goes over 40m may become less cost-effective, so, u might want to think on floating columns.
what do you understand under "floating" columns? Do you mean the columns are not "embedded" within the "stable" soil stratum?
@@hansdete I'd call that a column supported by skin friction versus an end bearing pile.
Реки спустя 7 лет ,я удивлен ,то что тут всего 13к просмотров