DRY JET |
Since the DJM method has can stabilize a wide range of soils, its application extends to many fields from the prevention of sliding failure to the base of structure.
|
||
●Prevention of sliding failure for high banking | ●Prevention of sliding failure for banking or the like and reduction of settlement | |
●Prevention of sliding failure for abutment and reduction of settlement for banking | ●Stability of excavated slop gradient | |
●Prevention of settlement for the underground structure | ●Prevention of adverse effects for the adjoing structure | |