FIELD: construction.
SUBSTANCE: invention relates to the field of transport construction and can be used in the construction, reconstruction and repair of road embankments and backfill near artificial structures, such as retaining walls, foundations of bridges, culverts and shallow tunnels. A method for reducing the active soil pressure on vertical and inclined surfaces of elements of artificial structures, in which soil embankments of artificial structures are created by layer-by-layer deposition and compaction to the required values of the coefficient of compaction of the material, which is a mixture of aggregate, binders, additives with the formation of a monolithic geomass structure. Each subsequent layer of monolithic geomass is arranged after the set by the previous layer of the required strength.
EFFECT: technical result consists in reducing the active soil pressure on the vertical and inclined surfaces of the elements of artificial structures, increasing the operational reliability and durability of the structure, a reduction in construction time, a significant decrease in the material consumption of structures, in particular the foundations of artificial structures, both piled and on natural grounds, thicknesses and sizes of structural elements, such as grillage, walls and racks, optimizing the construction of road clothes on approach mounds, reducing sediments and their degree of unevenness.
2 cl, 11 dwg
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Authors
Dates
2018-04-24—Published
2017-04-24—Filed