28/07/2013
When embarking on any paving or ground stabilisation project, particularly involving cellular pavers, the integrity of the underlying structure is paramount. While many components contribute to a robust system, the role of a geogrid often sparks questions, especially regarding its necessity. Is it truly indispensable, or can one simply bypass its installation? The answer, as we shall explore, leans heavily towards its vital importance, not only for the longevity and performance of your groundworks but also for significant cost implications.

A well-engineered foundation is the cornerstone of any durable surface. Cellular paving systems, such as those from the Groundtrax range, inherently rely on a meticulously prepared sub-base. This sub-base layer isn't merely filler; it serves as the primary load-bearing element, meticulously designed to distribute the weight of the cellular paving grids and any traffic they endure downwards to the underlying sub-grade. A properly constructed sub-base is instrumental in facilitating effective drainage and, crucially, preventing future settlement, which can lead to unsightly and unsafe uneven surfaces. Its mechanism involves diffusing concentrated point loads over a much broader area, with the inherent interlock between adjacent sub-base particles dramatically enhancing the ground's capacity to support heavier loads.
The choice of sub-base material is critical. A standard Type 1 sub-base, for instance, is typically deemed unsuitable for such applications due to its elevated 'fines' content. This high proportion of fine particles leads to minimal porosity and permeability, hindering effective drainage. Should Type 1 material be the only option available, then comprehensive sub-surface drainage provisions become absolutely essential. For projects aiming to incorporate a Sustainable Drainage System (SUDS), materials like Type 1x, Type 4/40, or more commonly, Type 3 sub-base, are highly recommended. Type 3, in particular, is a pure crushed granite, limestone, or clean crushed concrete product, screened to achieve a reduced fines aggregate. It’s a 40mm product fully certified under the Specification for Highway Works (clause 805, SHW 805) and is the most widely adopted sub-base where superior drainage and reduced fines are required, often known as MOT Type 3 or DOT Type 3.
- The Critical Role of the GeoTrax GX Geogrid
- Understanding Subgrade and Ground Stabilisation
- Frequently Asked Questions About Geogrids
- Why is a geogrid important in ground stabilisation projects?
- How much extra sub-base do I need if I don't use a geogrid?
- What type of sub-base material is best when using a geogrid?
- Can geogrids replace geotextiles?
- When should I specifically consider a geogrid for weak ground?
- What is the maximum stone size for a sub-base if a geogrid is used?
- Conclusion
The Critical Role of the GeoTrax GX Geogrid
Once the existing topsoil has been meticulously removed and the surface levelled, the initial step in a robust build-up often involves rolling out a Geotrax TS1000 Geotextile over the sub-grade. This foundational layer provides vital additional strength to the construction and, importantly, acts as a separation barrier, preventing the intermingling of the distinct layers above and below. Following this, the strategic placement of a GeoTrax GX geogrid layer comes into play. This is where significant advantages begin to manifest.
A geogrid fundamentally works by mechanically stabilising granular materials with remarkable efficiency. This product is not merely an optional extra; it is a strategic investment that significantly extends the overall service life of the entire system. Furthermore, it plays a pivotal role in controlling differential settlement, a common issue that can lead to uneven surfaces and structural fatigue over time. When granular particles are compacted over a geogrid, they project through the grid's apertures, becoming mechanically confined. This intricate particle interlocking, coupled with the geogrid’s near-uniform 360-degree stiffness, creates an exceptionally stiff composite layer. This enhanced stiffness and load distribution capability are precisely why geogrids are so effective.

What Happens If You Don't Use a Geogrid?
Herein lies the crux of the matter: the direct consequence of omitting a geogrid. If a geogrid is not incorporated into the construction, the total thickness of the granular sub-base layer must be increased by a minimum of 50%. This seemingly simple omission has profound implications. Doubling or even tripling your sub-base depth to compensate for the lack of geogrid dramatically escalates your aggregate costs. The use of a geogrid, therefore, becomes a highly economical choice, directly leading to substantial savings on material expenses.
Consider scenarios where construction axle loads are anticipated to exceed 6 tonnes (approximately 60kN). In such cases, if a GeoTrax GX geogrid is utilised, the minimum sub-base thickness required is 150mm. Without the geogrid, this minimum thickness would jump to 225mm or more, requiring considerably more material and effort. It's also crucial to note that for effective interlocking with the geogrid, the stone size of the sub-base material should ideally not exceed 60mm.
Comparative Build-Up: With vs. Without Geogrid
Understanding the practical differences in construction is key. Below is a comparison illustrating the impact of geogrid inclusion on the sub-base requirements and overall system performance:
| Feature | With GeoTrax GX Geogrid | Without GeoTrax GX Geogrid |
|---|---|---|
| Sub-base Thickness | Standard depth (e.g., 150mm for >6t axle load) | Minimum 50% increase (e.g., 225mm for >6t axle load) |
| Aggregate Costs | Significantly reduced due to thinner sub-base | Significantly increased due to thicker sub-base |
| System Service Life | Extended, enhanced durability | Potentially reduced, higher risk of premature failure |
| Differential Settlement | Controlled and minimised | Higher risk, leading to uneven surfaces |
| Mechanical Stabilisation | Achieved efficiently through particle interlocking | Not present, reliance solely on aggregate compaction |
| Overall System Strength | Enhanced, forming a stiff composite layer | Lower, relying purely on granular interlock |
| Load Distribution | Superior, spreads loads efficiently over wider area | Less efficient, greater stress on sub-grade |
The Full Construction Sequence
Beyond the geogrid layer, the construction continues with careful layering to ensure optimal performance:
- Sub-base Layer: The depth of this layer is determined by the specific guidelines for your project, factoring in anticipated loads and the presence (or absence) of a geogrid.
- Second Geotrax TS1000 Geotextile Layer: Positioned above the sub-base, this layer provides additional strength to the system and critically prevents the mixing of the sub-base and the subsequent bedding layers.
- Bedding Layer: This layer's specifications vary depending on the type of cellular paver being installed. For pavers featuring built-in ground spikes, a 5 to 20mm free-draining angular gravel to a depth of around 40mm is typically required. This layer must be smooth and level to ensure an even surface for laying the pavers. A light compaction with a whacker plate is usually sufficient, but over-compaction should be avoided to allow the ground spikes to properly penetrate. For pavers with a flat underside, a level, well-compacted layer of clean sharp sand, to a maximum depth of 20mm, is recommended.
- Paver Installation: The cellular pavers can now be carefully laid onto the prepared bedding layer, working outwards and connecting adjacent grids. For products like CellPave HD, a solid timber or concrete retaining edge is mandatory, and it is strongly recommended for all other grid systems to provide essential lateral restraint.
- Fill Layer: The final step involves filling the paver cells with 5mm to 20mm sharp angular gravel. The angularity of the gravel is crucial as it ensures proper filling of voids, leading to a secure and stable finish. A light compaction with a vibratory plate is advised to ensure even distribution within the cells. It may be necessary to top up the fill to ensure complete cell saturation. Rounded or single-sized gravels should be avoided, as they lack the necessary interlock and load-bearing capabilities, and are also prone to washing out during heavy rainfall.
Understanding Subgrade and Ground Stabilisation
Working on weak or variable ground presents substantial construction challenges. The California Bearing Ratio (CBR) is a key measurement of subgrade soil strength, and for sites with a CBR of less than 1%, specialised advice and solutions are critical. This is where subgrade stabilisation truly shines. It involves the strategic use of geosynthetics, such as geogrids, to provide constructability and access over challenging soil conditions. This process creates a solid, stable base upon which structures or roads can be built, ensuring their long-term strength and stability.
Traditional methods for addressing weak subgrades, such as extensive compaction or chemical treatments with cement or lime, can be time-consuming, expensive, and potentially raise environmental concerns. A more modern and often superior approach, exemplified by systems like those from Tensar, involves constructing a mechanically stabilised layer, often referred to as a subgrade improvement layer. This layer serves to protect the subgrade during construction and dramatically improves the bearing capacity to support the structure above. Compared to traditional capping layer or sub-base designs, these advanced subgrade stabilisation solutions can reduce aggregate volumes by up to 50%, directly preventing issues like pothole formation and extending pavement life. Solutions like Tensar Interax Geogrids, Tensar HX Geogrid, and Triax TX Geogrid are at the forefront of this technology.
Geogrids vs. Geotextiles: A Crucial Distinction
It's important not to confuse geogrids with geotextiles, as they serve different, albeit complementary, functions. Geogrids are polymeric (plastic) construction materials specifically designed with apertures (openings). These apertures facilitate particle interlocking with granular fill materials, confining and stabilising them to significantly increase their load distribution capabilities and reduce their potential for deformation under load.

Geotextiles, on the other hand, are made from woven or non-woven polymeric fibres. While invaluable in construction, their primary roles are to provide filtration and separation. They restrain soil from mixing with adjacent materials, especially under dynamic forces. Crucially, geotextiles cannot confine granular fill materials in the same way as geogrids, because they lack the apertures necessary for particle interlocking.
Frequently Asked Questions About Geogrids
Why is a geogrid important in ground stabilisation projects?
A geogrid is crucial because it mechanically stabilises granular materials, creating a stiff composite layer through particle interlocking. This enhances load distribution, extends the system's service life, controls differential settlement, and significantly reduces the required sub-base thickness, leading to substantial cost savings on aggregates.
How much extra sub-base do I need if I don't use a geogrid?
If a geogrid is not used, the total granular sub-base layer thickness must be increased by a minimum of 50% to compensate for the lack of mechanical stabilisation and load distribution provided by the geogrid.
What type of sub-base material is best when using a geogrid?
Type 3 sub-base is generally recommended, especially for SUDS applications, due to its reduced fines content and excellent permeability. Type 1x or Type 4/40 are also suitable. The stone size should ideally not exceed 60mm to ensure effective interlocking with the geogrid.

Can geogrids replace geotextiles?
No, geogrids and geotextiles serve different purposes. Geogrids provide mechanical stabilisation and confinement through interlocking, while geotextiles offer filtration and separation. They are often used together in a layered system to maximise performance.
When should I specifically consider a geogrid for weak ground?
You should consider a geogrid, especially advanced solutions like Tensar's, when working on weak or variable ground, typically identified by a low CBR (California Bearing Ratio). Geogrids improve bearing capacity, reduce aggregate volumes by up to 50% compared to traditional methods, and create a solid base for construction.
What is the maximum stone size for a sub-base if a geogrid is used?
The stone size in the sub-base should ideally not exceed 60mm to ensure effective interlocking with the geogrid's apertures, allowing for optimal mechanical stabilisation.
Conclusion
The decision to incorporate a geogrid into your ground stabilisation or paving project is not merely an option; it's a strategic choice with profound implications for both the immediate budget and the long-term performance of your investment. While the upfront cost of a geogrid might seem like an added expense, the significant savings achieved through reduced aggregate volumes, coupled with the enhanced durability, extended service life, and superior stability it provides, overwhelmingly demonstrate its value. Omitting this critical component necessitates a substantially thicker sub-base, leading to higher material costs, increased excavation and backfill efforts, and a system potentially more prone to settlement and premature failure. For robust, economical, and enduring groundworks, the geogrid stands as an indispensable element, ensuring your project remains stable and performs optimally for years to come.
If you want to read more articles similar to Skipping Geogrids: A Costly Groundwork Decision, you can visit the Automotive category.
