What type of retaining wall would be recommended for partial basement on a slope land with a high water-table and also have neighboring building next to it ?
Is it possible when using a permanent diaphragm wall to retain soil and as a basement wall, can columns from the superstructure be place on top of the diaphragm wall to support the building load?
hello i need some consulting advice on this system.....
Can precast columns be spaced at 25ft by 30ft in a column grid for precast building,
is it economical or not?