FIELD: railroad construction. SUBSTANCE: each earthen structure reinforcing member slab is placed under second track embankment supporting part and first track retaining prism at the border with soils of the bed. Each reinforcing member pull rod is attached at one end by hinged joint to the slab, and at the other end rigidly fixed to the main formation ground of the first track, with the hinged joint located in the interval from the second track axis to the slab field edge. The rigid pull rod attachment to the main formation ground ensures earthen bed integrity and joint work of first and second track embarkments. EFFECT: earthen structure stability in every season of the year; earthen structure operational costs and labor input reduced by one half and more. 1 dwg
Title | Year | Author | Number |
---|---|---|---|
GROUND STRUCTURE ON PERMAFROST FOUNDATION | 1992 |
|
RU2029813C1 |
EARTH STRUCTURE | 0 |
|
SU1452885A1 |
LANDSLIDE-PREVENTING STRUCTURE | 0 |
|
SU1788996A3 |
METHOD OF ERECTING EMBANKMENT ON WEAK FOUNDATION | 0 |
|
SU1773976A1 |
EARTH STRUCTURE ON THAWING PERMAFROST GROUNDS | 0 |
|
SU1656078A1 |
METHOD FOR CONSTRUCTING SUBGRADE OF ADDITIONAL TRACK ON WEAK BASE IN CASE OF THAWING | 2021 |
|
RU2795020C1 |
EARTH STRUCTURE | 0 |
|
SU1710666A1 |
0 |
|
SU1567741A1 | |
ROAD CONSTRUCTION OF DOUBLE-TRACK RAILWAY TRACK | 2015 |
|
RU2593270C1 |
EMBANKEMENT OF THE SECOND TRACKS | 0 |
|
SU1102856A1 |
Authors
Dates
1994-01-30—Published
1990-12-25—Filed