Buried Network
Tel. +33 (0) 3 66 74 00 89
BURIED PIPE SYSTEMS
Buried pipes are subject to mechanical strain due to the weight of the ground and possible wheel loading when laid under an area where traffic circulates.
Itinero® and Global Plus® range pipe systems can be used for underground applications in contact with most soils*.
Discover Itinero® Discover Pam Global Plus®
Pam Building’s underground piping solutions are designed for high-performance applications in contact with various soil conditions.
Each buried pipe faces pressure from ground weight, potential traffic above, and the environmental context. The mechanical behaviour of the pipe/soil system depends on pipe rigidity or flexibility, and the chosen installation techniques.
The mechanical performance of these pipelines is defined through advanced analysis and methods tailored to each project.
Key design factors include the depth and dimensions of the trenches, soil compaction, and pipe behavior. All systems comply with the EN 1610 code on the construction and testing of drains and sewers.
Installation parameters are defined according to:
-
Soil type and structure
-
Quality of embedment compaction
-
Behavior of the rigid steel pipe or plastic piping
-
Presence or absence of wheel loads
-
Specific field conditions such as groundwater level
| DN 100 to DN 300 | |
| Young's modulus | 110,000 N/mm2 |
| Poissons's ratio | 0,25 |
| Max. stress | 350 N/mm2 |
| Strain coeficient | 1,5 |
| Buckling coefficient | 2,5 |
| Geometric defect | 1,2 + DN 2,000 mm |

BURIED PIPE SYSTEMS

Buried pipes are subject to mechanical strain due to the weight of the ground and possible wheel loading when laid under an area where traffic circulates.
Itinero® and Global Plus® range pipe systems can be used for underground applications in contact with most soils*.
Discover Itinero® Discover Pam Global Plus®
Pam Building’s underground piping solutions are designed for high-performance applications in contact with various soil conditions.
Each buried pipe faces pressure from ground weight, potential traffic above, and the environmental context. The mechanical behaviour of the pipe/soil system depends on pipe rigidity or flexibility, and the chosen installation techniques.
The mechanical performance of these pipelines is defined through advanced analysis and methods tailored to each project.
Key design factors include the depth and dimensions of the trenches, soil compaction, and pipe behavior. All systems comply with the EN 1610 code on the construction and testing of drains and sewers.
Installation parameters are defined according to:
-
Soil type and structure
-
Quality of embedment compaction
-
Behavior of the rigid steel pipe or plastic piping
-
Presence or absence of wheel loads
-
Specific field conditions such as groundwater level
| DN 100 to DN 300 | |
| Young's modulus | 110,000 N/mm2 |
| Poissons's ratio | 0,25 |
| Max. stress | 350 N/mm2 |
| Strain coeficient | 1,5 |
| Buckling coefficient | 2,5 |
| Geometric defect | 1,2 + DN 2,000 mm |
Backfilling recommendations
Backfilling recommendations for rigid pipes (DN 100–DN 300) are based on EN 1610 guidelines, using the most demanding hypothesis. These methods, developed through extensive industrial experience, help preserve pipeline integrity by minimizing soil shifts and structural stress.
These solutions make full use of cast iron’s strength, allowing deeper cover even under traffic loads. When native soil is removed and replaced with controlled material, long-term durability increases and damage risk to the environment decreases.
For corrosion resistance, especially in aggressive soils, it is recommended to use additional protection such as liquid epoxy coatings or polyethylene sleeves. These solutions are effective against low-resistivity soils, low pH, and organic or industrial contamination.
Dimensions are in mm.
* Detrimental materials = stones, tree roots, rubbish, organic material, clay lumps (>75 mm), snow and ice.
* The nature of the soil in contact with the network must be homogeneous. For aggressive soils, it is recommended to use additional protection such as polyethylene couplings or other types of appropriate external coating, particularly when the nature of the soil is as follows:
-
with low resistivity, less than 1,500 cm above the water table or less than 2,500 cm below ;
-
with a low pH of less than 6 ;
-
contaminated by organic or industrial effluents or waste.
Backfilling recommendations
Backfilling recommendations for rigid pipes (DN 100–DN 300) are based on EN 1610 guidelines, using the most demanding hypothesis. These methods, developed through extensive industrial experience, help preserve pipeline integrity by minimizing soil shifts and structural stress.
These solutions make full use of cast iron’s strength, allowing deeper cover even under traffic loads. When native soil is removed and replaced with controlled material, long-term durability increases and damage risk to the environment decreases.
For corrosion resistance, especially in aggressive soils, it is recommended to use additional protection such as liquid epoxy coatings or polyethylene sleeves. These solutions are effective against low-resistivity soils, low pH, and organic or industrial contamination.
Dimensions are in mm.
* Detrimental materials = stones, tree roots, rubbish, organic material, clay lumps (>75 mm), snow and ice.
* The nature of the soil in contact with the network must be homogeneous. For aggressive soils, it is recommended to use additional protection such as polyethylene couplings or other types of appropriate external coating, particularly when the nature of the soil is as follows:
-
with low resistivity, less than 1,500 cm above the water table or less than 2,500 cm below ;
-
with a low pH of less than 6 ;
-
contaminated by organic or industrial effluents or waste.
Recommendations for sewage pipe systems
Based on our experience in buried pipe systems and the French origin of our company, we have applied the French Fascicule 70 calculation model (recommendations for sewage pipe systems according to the pipe material).
The table below gives values for depths of cover according to the Fascicule 70 calculation, considering rigid pipes.
| Depth of cover values (m) | |||
|---|---|---|---|
| Without loads | |||
| PAM-GLOBAL & ITINERO® | AGILIUM® | ||
| Min.** | 0.3(1) | 0.3(1) | |
| Max. | 4.2 | 2.4 | |
**Does not take into account the frost-free arrangements
(1) The calculation allows shallower depth of cover, but this figure includes a safety margin / ground surface proximity and related hazards

Recommendations for sewage pipe systems

Based on our experience in buried pipe systems and the French origin of our company, we have applied the French Fascicule 70 calculation model (recommendations for sewage pipe systems according to the pipe material).
The table below gives values for depths of cover according to the Fascicule 70 calculation, considering rigid pipes.
| Depth of cover values (m) | |||
|---|---|---|---|
| Without loads | |||
| PAM-GLOBAL & ITINERO® | AGILIUM® | ||
| Min.** | 0.3(1) | 0.3(1) | |
| Max. | 4.2 | 2.4 | |
**Does not take into account the frost-free arrangements
(1) The calculation allows shallower depth of cover, but this figure includes a safety margin / ground surface proximity and related hazards

Other precautions
-
Maintain clearance between pipe welds and bedding (EN 1610 §8.5.4)
-
Perform system tightness tests (EN 1610 §13)
-
Use netting for pipe identification
-
Ensure local or national regulations are not violated
-
Advanced inspection methods and failure analysis processes are also required before backfilling is finalized.
For any other case, other diameters or buried systems under the bottom slab, please contact our technical support team: tc@pambuilding.com - Tel:+33 (0)3 66 88 19 47.
Other precautions

-
Maintain clearance between pipe welds and bedding (EN 1610 §8.5.4)
-
Perform system tightness tests (EN 1610 §13)
-
Use netting for pipe identification
-
Ensure local or national regulations are not violated
-
Advanced inspection methods and failure analysis processes are also required before backfilling is finalized.
For any other case, other diameters or buried systems under the bottom slab, please contact our technical support team: tc@pambuilding.com - Tel:+33 (0)3 66 88 19 47.
Pipe system set in concrete
When setting the pipe system in concrete, at least 2.5 cm of separation on each side is required. Concrete shrinkage and carbonation impose heavy stress, which may increase risks. Installing compressible joints mitigates bending effects and conforms to best industrial practice.
Importantly, the pipe system should not be in contact with the concrete's metal reinforcements.
Final surrounding should only occur after full testing and inspection.

Pipe system set in concrete

When setting the pipe system in concrete, at least 2.5 cm of separation on each side is required. Concrete shrinkage and carbonation impose heavy stress, which may increase risks. Installing compressible joints mitigates bending effects and conforms to best industrial practice.
Importantly, the pipe system should not be in contact with the concrete's metal reinforcements.
Final surrounding should only occur after full testing and inspection.
FAQ - Frequently Asked Questions
▶ Why choose cast iron for buried drainage systems?
Cast iron is a highly durable material ideal for underground piping. It ensures long-term system integrity thanks to its resistance to mechanical strain, corrosion, and environmental factors. For critical pipelines like wastewater and rainwater drainage systems, cast iron offers unmatched structural reliability.
▶ Is cast iron resistant to ageing and corrosion?
Yes. Ageing refers to gradual, irreversible changes in a material’s structure that can affect serviceability. Unlike other materials, cast iron is not subject to thermal ageing or corrosion when properly coated. Its liquid epoxy coatings provide an additional layer of protection, especially in chemically aggressive soils.
▶ How does cast iron compare to plastic or steel piping underground?
Cast iron significantly outperforms plastic piping and steel pipe in terms of stability and strength:\n
-
Low thermal expansion, reducing deformation risks\n
-
No creep under pressure or temperature\n
-
High ring stiffness (~700 kN/m), 87 times greater than PVC\n
-
Tensile strength up to 200 MPa\n
-
Young’s modulus between 80–120 GPa (vs. 2–5 GPa for PVC)\n\n
These properties make cast iron ideal for buried pipe applications where bending, ground loads, or mechanical shocks are expected.
▶ Can cast iron handle heavy traffic loads and trench pressure?
Absolutely. Cast iron pipe systems are designed to maintain their shape and performance under heavy loads and deep trenches. Their high pressure resistance and stability under stress help prevent failure even in demanding field conditions, such as installation beneath roads or industrial zones.
▶ How do you ensure long-term performance of buried cast iron systems?
Pam Building recommends using certified inspection methods and advanced installation techniques during pipe laying. These include proper trench bedding, secure jointing, and post-installation testing to ensure leak tightness. Our engineering approach integrates failure analysis to continually refine product reliability.