FIELD: building, particularly for erecting ground road embankment in permafrost territory.
SUBSTANCE: berm located on transversal ground grade and directly adjoining upper embankment slope is formed of fractional rock ground. Berm comprises side antifiltering lock located in embankment body on natural ground surface near berm, lower antifiltering lock arranged below natural ground surface at contact area with lower berm surface and side antifiltering lock. Upper berm surface is located above maximum level hn of surface longitudinal water flow in bottom area of upper embankment slope. Berm body may be partly deepened in natural ground surface.
EFFECT: prevention of embankment ground erosion, filtering through embankment body in transversal direction and thaw of embankment foundation.
2 cl, 2 dwg
Title | Year | Author | Number |
---|---|---|---|
ROAD EMBANKMENT BUILT ON PERMAFROST GROUND | 2004 |
|
RU2256031C1 |
ROAD EMBANKMENT WITH DRAINAGE GROOVE | 2003 |
|
RU2245965C1 |
ROAD EMBANKMENT BUILT ON PERMAFROST GROUND | 2004 |
|
RU2256032C1 |
GROOVE FOR ROAD BUILDING | 2003 |
|
RU2244781C1 |
EMBANKMENT ON TERRAIN SECTIONS WITH CROSS SLOPE AND HEAVILY ICY PERMAFROST SOILS | 0 |
|
SU1807173A1 |
BRIDGE-TYPE PASSING ON PERMAFROST | 1993 |
|
RU2039146C1 |
EARTH STRUCTURE BUILT ON PERMAFROST GROUND | 2003 |
|
RU2256030C2 |
EARTHWORK ON PERMAFROST SOILS AND METHOD OF ITS ERECTION WITH BASE REINFORCEMENT IN AREAS OF PERMAFROST PROPAGATION | 2010 |
|
RU2443828C1 |
WATER DRAINAGE DITCH | 2003 |
|
RU2245957C1 |
WATER CONSTRUCTION IN ROAD BANK ON PERMAFROSTS | 2005 |
|
RU2292412C1 |
Authors
Dates
2005-02-20—Published
2003-10-06—Filed