| 摘要 |
FIELD: building, particularly soft ground consolidation. ^ SUBSTANCE: method involves forcing injector in ground; supplying consolidating penetrative mortar in ground under pressure, which provides ground structure disintegration in soft grounds to create compacted area; repeatedly forcing injector in ground to form consolidation zones adjoining previous one to consolidate water-logged ground. The mortar comprises filler having density less than water density. Filter to remove water from area to be compacted is forced in ground before mortar injection. ^ EFFECT: extended field of method implementation along with increased operational reliability and efficiency. ^ 1 ex |
