Geocell GEODOR in constructions of road clothes  The purpose of application of a lattice of GEODOR - creation of the strengthened layer of road clothes which has the improved characteristics:
 The raised durability (the raised resistance of arising pressure of shift);
The raised rigidity;
Decrease in temperature deformation.
GEODOR essentially changes operational characteristics of granular materials. There is a change of a condition of materials at the expense of walls of cells which limit horizontal displacement. In comparison with rolled reinforcing materials, rigidity of volume geocell GeoDor" above that allows to reduce considerably residual deformations from loadings which are put.
GEODOR considerably increases resistance of shift of granular materials that allows to use local materials of poor quality and to refuse expensive materials - cement or bitumen.
GEODOR considerably increases resistance of shift granular наполнителей that allows to use local materials of poor quality and to refuse expensive materials - cement or bitumen.
In volume geolattice ГЕОДОР there is a redistribution of the concentrated loading on adjacent cells, pressure directly under loading decreases. It allows to reduce the general thickness of a design so - to receive essential economy of a material.
It is recommended to use нетканный geotextiles for division of a ground earthen a cloth and наполнителя geolattices. This division is necessary for mixing prevention наполнителя with a ground of an earthen cloth that gives the chance reduction of a thickness of a layer наполнителя and durability preservations on shift granular наполнителя. In that case the restriction design наполнителя becomes 3 foreign.
Problems which are carried out by a geolattice GEODOR in designs of road clothes:
Reduction of volume of discrete materials;
Increase of durability of clothes at the identical expense of discrete materials;
Replacements of technologies of strengthening knitting when the traditional technology is inadmissible (winter works);
Increase of bearing ability of discrete materials;
Journey maintenance after a sandy layer of transport at the device of a sandy basis under цементобетонные coverings;
Replacements of a covering from ferro-concrete plates on a nonrigid time design which will provide a traffic at the first stage of building of road;
The device цементобетонных bases with block structure which will provide increase temperature a crack of firmness of asphalt of a concrete covering.
 For calculation of stability of an embankment on the weak basis with use of reinforcing layers from geosynthetic materials it is necessary to execute preliminary an estimation of stability without reinforcing within the limits of two settlement systems - for a stage of building and in a final stage. In this connection at design designing it is necessary to have the information as about durability of a ground of the basis at fast displacement, and about characteristics of durability of a ground in a final stage, i.e. at end of process of consolidation.
In a case when by target initial calculations firmness is not provided, it is necessary to provide use of a geosynthetic layer.
TECHNOLOGY OF PERFORMANCE OF WORKS
Excavations should be executed completely.
To check up conformity of parametres of the basis (consolidation degree, length, width, slopes) to the design.
If necessary spend consolidations.
According to the project on the prepared earthen cloth stack and fix geotextiles.
PACKING OF MODULES GEODOR
Module GEODOR stretch and fix in the stretched kind with the help:
1. Anchors of Geodor;
2. A tension framework.
Check position of each module, adjacent modules. Surfaces of adjacent modules should be located in one level.
As a rule modules GEODOR fasten скобами by means of pneumatic staplers and anchors of GEODOR. After fastening of modules start filling of cells. A filler fall asleep in cells by means of a face-to-face loader or a dredge. The height of falling of a material of a filler should be no more than one metre. Geolattice filling occurs not less than 50 mm above geolattice walls.
Material condense.
GEODOR in embankment designs on bogs and weak ground
At building of embankments on sites залегания weak ground without their removal and replacement, GEODOR ™ together with geotextiles can be used as the reinforced layer which is arranged in the bottom part of an embankment. The design of a layer from a geolattice of GEODOR ™ will provide:
Increase of stability of the basis of an embankment;
Fall non-uniform procorfs of the basis of an embankment;
Possibility of reduction of volume of a ground which is
necessary for indemnification of a part of an embankment which gives.
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