FIELD: construction.
SUBSTANCE: present invention relates to the retention wall from reinforced soil construction. Belt type fibrous reinforcing material construction method for the retention wall from reinforced soil includes: first stage, at which introducing the belt type fibrous reinforcing material into the reinforcing material insertion elements provided in the lining elements, installed in front of the reinforced soil mass (G) so, that the lining elements adjoin each other in the left and right directions, second stage, at which spreading the belt type reinforcing material on the reinforced soil mass, and laying and reinforcing the backfilling material on the belt type fibrous reinforcing material and the reinforced soil mass, the third stage, at which repeatedly executing the first stage and the second stage until reaching the predetermined height. Each of the reinforcing material insertion elements comprises two inputs open on the corresponding one of the lining elements rear surface and spaced apart from each other in the left and right directions, and the through channel formed inside the corresponding one of the lining elements rear surface between two inputs spaced apart from each other in the left and right directions. At that, at the first stage, the belt type fibrous reinforcing material is introduced through one of the inputs and is brought out through the other input in the full-width expanded state, as the result of which, connecting the belt type fibrous reinforcing material to each of the reinforcing material introducing elements. At that, the belt type fibrous reinforcing material front end brought out from each of the reinforcing material insertion elements inputs is folded in the longitudinal direction, and the belt type fibrous reinforcing material longitudinally folded front end is introduced into each of the reinforcing material insertion elements so, that to fold the belt type fibrous reinforcing material front end.
EFFECT: technical result consists in provision of the belt type fibrous reinforcing material fast and easy connection to the retention wall, provision of the various connection methods, and also in the connection to the covering element part stresses concentration prevention during the reinforced soil mass subsidence.
6 cl, 20 dwg
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Authors
Dates
2018-06-21—Published
2015-03-12—Filed