FIELD: hydraulic engineering. SUBSTANCE: sheet piling comprises front vertical face of tubular pipes driven-in in row and locked. Piles have sheet piles L-shaped in cross-section turned to opposite sides skew-symmetrically relative to sheet piling neutral axis. When connecting two and subsequent piles the geometric axis of members running through their centers of gravity forms zigzag line to increase rigidity and supporting power of sheet piling. EFFECT: higher efficiency. 2 dwg
| Title | Year | Author | Number |
|---|---|---|---|
| MOORING STRUCTURE | 1992 |
|
RU2010908C1 |
| COMBINED SHEET PILE WALL | 2022 |
|
RU2794008C1 |
| RETAINING WALL ON ROCKY GROUND | 2008 |
|
RU2382846C1 |
| END MOST ABUTMENT OF BRIDGE CROSSING FROM WELDED TUBULAR RABBET WITH FUNCTION OF RETAINING WALL | 2013 |
|
RU2543390C2 |
| RETAINING WALL | 2011 |
|
RU2483154C1 |
| GROVED-AND-TONGUED WALL | 1995 |
|
RU2081238C1 |
| SHEET-PILE WALL | 2001 |
|
RU2185476C1 |
| JIG FOR JOINING PILING WALL PILES | 0 |
|
SU1344866A1 |
| RETAINING WALL ON PERMAFROST SOIL (VERSIONS) | 2012 |
|
RU2502845C1 |
| HYDRAULIC STRUCTURE | 1992 |
|
RU2010909C1 |
