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GEOCELLS

 

Implementation od the geocells
causes achieving of the below listed effects

 

Reduction of the thickness of road structures

when compared to conventional solutions, thanks to the elimination of deep soil exchange.

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Durability as an effect 
of reinforcement

The development of transport infrastructure will often expand to areas of land of inferior quality requiring the use of special methods for their strengthening and stabilization. Weak and unstable soils are the basic technical problem for the construction of permanent roads, railway routes and other communication facilities especially on the peat, alluvion or loesslike soils. The concept based on closing a construction infill materials inside the lightweight, flexible geosynthetic, allowed a creation of the new technology called the Cellular Confinement System, which meets the above assumptions and is known on the Polish market as the geocells or commonly the geogrid. The proposed technology is based on the use of geocells made of ultrasonically welded polyethylene strips, that - after expanding it - make a spatial structure, stabilizing, reinforcing and stiffening the concentrated infill material. This phenomenon is a result of the hoop strength of the cells, of the passive resistance of adjacent infilled cells  and the effects of frictional forces between the pouring and the cell walls. This mechanism prevents the penetration of filling the soft soil ground, forming a bridge structure with high flexural strength and stiffness and a long-term resistance to loads. It also allows significant reduction in thickness of the structural elements of the road.

Durability
as an effect
of reinforcement

The confining cell structure imparts an effective cohesion to the infill material, thereby increasing its shear strength and stiffness. This improvement results from the hoop strength of the cell walls, the passive resistance of the adjacent cells and the high frictional interaction between the infill and the cell walls.

The cell wall structure shows improved lateral load spreading as the result of increased wall-infill interface friction; The blocks create a flexible structure bridge system of increased stiffness. The structural bridge results in significant improvements in the long-term performance of the load support system and helps to reduce the thickness of structural support elements.

Durability
as an effect
of reinforcement

The advantages of using cellular confinement system (geocells) for single-layer road bases, yards or paved surfaces is the reduction of costs of ground works and infill materials. The cellular confinement system enables also the application of less expensive on-site aggregate infill in place of
more costly imported materials.

As loads are distributed through the structural bridge over the soft subgrade, the thickness and weight of structural support elements can be reduced by 50% or more in comparison to the conventional load support.

Durability
as an effect
of reinforcement

 

APPLICATIONS

 

Retaining walls

Retaining walls This content is being translated - we'll update it soon.
Retaining walls

Channels and hydraulic structures

Channels and hydraulic structures This content is being translated - we'll update it soon.
Channels and hydraulic structures

Erosion control

Erosion control This content is being translated - we'll update it soon.
Erosion control

House and garden

House and garden This content is being translated - we'll update it soon.
House and garden

Special geocells

Special geocells
Special geocells
Load support
see
Retaining walls
see
Channels and hydraulic structures
see
Erosion control
see
House and garden
see
Special geocells
see
Channels and hydraulic structures
see
Special geocells
see
 
 

Load bearing

Geocells system implemented for the load bearing increases stability of chosen infill material and ensures solutions within three basic areas:

 
1.
base
system of the distribution of the load on weak soil
2.
base
stabilizing the foundation/subfoundation for paved, elatstic and semi-rigid surfaces
3.
base
stabilizing the surface for unpaved surfaces
 

Filling materials

Filling material, confined and compacted inside the cells, creates a rigid layer, highly resistant to deformations.

 

EFFECTS AND RESULTS

Significantly minimizes surface rutting

Distributes loads laterally and reduces vertical deflection and subgrade contact pressures

Controls shearing and lateral movement of the coarse and permeable infill material
With open aggregate infill, reduces storm water runoff and creates on-site water detention/retention basin
In most cases the geocells system doubles the capability of a soil to bear the given load

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The benefits of the texture and perforation

Perforations and a textured surface increase the friction angle between aggregate infill and the cell wall, generating better aggregate lockup and greater overall load distribution.

Perforations facilitate lateral cell-to-cell drainage of excessive ground and surface water, reducing the negative effects of trafficking over saturated soils.
 

TYPICAL IMPLEMENTATION

  • Permanent and temporary site access roads

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TYPICAL IMPLEMENTATION

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The geocells system used for slope and shoreline protection confines, reinforces i holds the upper layer of the soil and filling material in place, preventing from sliding down as a result of the gravity and hydrodynamic forces.

 
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TYPICAL IMPLEMENTATION

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Benefits of the system

distributes loads laterally and reduces vertical deflection and subgrade contact pressures minimizing permanent deformation and subsidence
significantly minimizes surface rutting
when confined, base material requirements can be reduced by 50% or more by substantially reducing the loading on sub-surface soils,
controls shearing and lateral movement of the coarse and permeable infill material,
with open aggregate infill, reduces storm water runoff and creates on-site water detention/retention basin,
does not require deep-soil excavation which significantly reduces costs,
easy to install even in difficult conditions, installation does not require heavy duty equipment and small dimensions during transportation can also reduce costs,
reduces high stresses on the subbase as a result of the vertical load distribution on lateral distribution,

reduces vertical deflections, minimizing down-slope migration of particles,

minimizes impact of differential and overall settlement even on low-strength subgrades,

the perforated system facilitates natural drainage and provides greater resistance to upward displacement caused by freeze/thaw cycles.
 

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Benefits of the system

subgrade drainage requirements and the deformation potential within the structure can also be addressed,
the system can be designed for a particular site based upon compatibility with local environmental, ecological and aesthetic requirements,
enables the construction of concrete slab as channel reinforcement,
confines infill material, improving their properties.
 

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Benefits of the system

maintains structural stability against known externally imposed loads,
adapts to a wide range of design requirements and site conditions,
will not corrode or degrade as concrete, steel and timber-based systems,
allows use of aggregate to minimize hydrostatic conditions,
easy to transport and construct at difficult or remote locations,
allows use in higher velocity-flow channel applications with large aggregate or concrete infill in outer cells,

offers aesthetics and environmental benefits of a sustainable living wall structure with desired vegetation and plantings.

 

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Befefits of the system

maintains structural stability against known externally imposed loads,
adapts to a wide range of design requirements and site conditions,
will not corrode or degrade as concrete, steel and timber-based systems,
allows use of aggregate to minimize hydrostatic conditions,
easy to transport and construct at difficult or remote locations,
allows use in higher velocity-flow channel applications with large aggregate or concrete infill in outer cells,

offers aesthetics and environmental benefits of a sustainable living wall structure with desired vegetation and plantings,

 
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DATA SHEETS

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ISO 9001 / 14001 wer. PL
Certificate - ISO 9001 wer. PL / EN / DE

ISO 9001 / 14001
Certificate - ISO 14001 wer. PL / EN / DE



Certificate of Conformity of The Factory Production Control - GEOMAXX® Geocells System ver. PL
Certificate of Conformity of The Factory Production Control - GEOMAXX® Geocells System ver. PL

Certificate of Conformity of The Factory Production Control - GEOMAXX® Geocells System ver. EN
Certificate of Conformity of The Factory Production Control - GEOMAXX® Geocells System ver. EN

 
 
 
 

Geocells Folder ver. PL
Geocells Folder ver. PL

Geocells Folder
Geocells Folder ver. FR

Katalog Geosiatka wer. PL
Geocells Leaflet ver. PL

Katalog Geosiatka
Geocells Leaflet ver. EN

Please note - English and Spanish versions of the catalogue and Spanish version of the leaflet are yet to be created and enabled for downloading.

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NASZ PRZEDSTAWICIEL

MARCIN SOKALSKI

Handlowiec

Kom:   +48 662 244 465
Tel:   +48 32 226 07 96 w. 111
Mail:   sekretariat@geoglobe.pl
Skype: