FIELD: civil engineering. SUBSTANCE: crushing of frozen ground is done. Crushed frozen ground is moved in melted ground in vertical direction first, and then in horizontal direction. rammed down pit to build a foundation block in it is formed as a result of ground moving. EFFECT: high productivity. 4 cl, 9 dwg
| Title | Year | Author | Number |
|---|---|---|---|
| METHOD FOR ERECTING SHALLOW AND SURFACE FOUNDATIONS IN THAWED GROUND LOCATED ABOVE UNDERLYING PERMAFROST OR ROCK GROUNDS | 2003 |
|
RU2249082C1 |
| METHOD FOR INCREASING THE CARRYING CAPACITY OF AERODROME COATINGS IN THE CONDITIONS OF SALINE PERMAFROST SOILS | 2021 |
|
RU2763640C1 |
| DEVICE FOR CONSOLIDATION OF GROUNDS | 0 |
|
SU1818411A1 |
| METHOD FOR ERECTION OF FOUNDATION | 0 |
|
SU1760018A1 |
| DEVICE FOR TAMPING FOUNDATION PITS | 0 |
|
SU1571137A1 |
| DEVICE FOR RAMMING DOWN PITS AND TRENCHES | 0 |
|
SU1807170A1 |
| 0 |
|
SU1781386A1 | |
| DEVICE FOR ERECTION OF FOUNDATIONS IN RAMMED DOWN PITS OF BUILDINGS AND STRUCTURES | 0 |
|
SU1807168A1 |
| DEVICE FOR SOIL CONSOLIDATION | 0 |
|
SU1596017A1 |
| METHOD FOR CONSTRUCTION OF FOUNDATION | 0 |
|
SU1815308A1 |
