Biaxial Geogrids
Soil reinforcement for road stabilization
Biaxial geogrids are used mostly for reinforcement purposes in soil stabilization applications their symmetric-multiaxial structure can increase the bearing capacity of the existing subsoil providing the necessary strength and confinement effect. The tensile strength and the geometry of these geogrids are normally symmetric with tensile strengths from 20 to 300 (or even more) kN/m but three or more axis versions are available; also the polymer and the opening shapes can vary according to the tensile requirements and the fill properties.
Maccaferri’s range includes different families of products:
MacGrid EG
Extruded polypropylene geogrids with a symmetric tensile strength of up to 50 kN/m; successfully used in single or multiple layers for many decades in soil stabilization applications is an essential component of many combo-solving solutions.
MacGrid EG-T
Again an extruded polypropylene geogrid but characterized by a triangular shape to have a multi-axial behaviour. These materials are used – as the MG EG – in the same type of applications and are supposed to be an evolution of the biaxial ones.
MacGrid WG-S
High tenacity PET knitted-weaved coated geogrids are also available and used in these types of applications especially when the tensile strength requested exceeds the capacity offered by the extruded ranges; these products are available up to standard symmetric strength of 300kN/m but – on demand – can be proposed up to 1000 kN/m.
Success Stories
Built, not just drawn
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NTPC SIDING-GADARWARA PROJECT– BLANKET THICKNESS REDUCTION
The Gadarwara railway station is approx. 20 km from NTPC site. NTPC constructed the Gadarwara railway siding line for transporting coal to their plant. For this railway siding work, the blanket (subballast) material was not available in the Gadrwara area and transportation of blanket material from outside area was not an economical option. This devoid of blanket material was major concern of project. Also, mining has been banned in our country due to environmental issues, so it had become difficult to get quantity for blanket for formation construction. Apart from unavailability of blanketing material, another concern of this project was the inadequacy of good subgrade material. The subgrade material was of SQ1 type which had fines content of more than 50%. Considering these aspects of project, biaxial extruded polypropylene geogrid MacGrid EG and non-woven geotextile solution MacTex N was proposed for strengthening the formation.
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REHABILITATION AND WIDENING OF QUEENSTON ROAD
Canada
Because of quite a large volume of traffic, which adversely affects the traffic flows on Queenstone road, the town of Niagara-On-The-Lake required road to be rehabilitated and widened from Concession 7 Road to Townline Road. The project comprised rehabilitation/reconstruction and widening by 1. 5 m on both sides along a 1,050 m long section, including two culvert crossings of existing watercourse in order to facilitate the proposed road widening and to keep the proposed works within the roadway allowance at the culvert crossing area, the geotechnical engineer of the project proposed a soil retaining structures. Also, it was expected that the road reconstruction had a big amount the surplus excavation material that had to be carried out and dispose.
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ROAD 140 SUB-BASE REINFORCEMENT PHASE 1
Spring thaw was turning vital farm roads into unstable, rutted traps. Each year in East Perth Township, melting snow saturated the unpaved road network, disturbing the granular binder and mobilizing the black organic native soils below. Under the repeated passage of heavy farming trucks, these saturated soils were pumped upward into the road surface, destroying the structural integrity of the binder layer and creating unsafe, unworkable conditions for agricultural traffic. The Township needed a reliable way to keep the weak native soils confined at the base, prevent intermixing during thaw, and reinforce the road to handle heavy axle loads throughout the farming season.
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What we can do with
Biaxial Geogrids
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