Waterproof Tunnels with High-Performance EPDM Systems
EPDM membrane guarantees impermeability in tunnels subject to high hydrostatic pressure, seismic movements and permanent exposure conditions — installed once to last 100 years. Compliant with EN 13491 Classes B, C and D.
The Irreversibility of the Tunnel Membrane
The fundamental difference between waterproofing a tunnel and waterproofing any other structure is irreversibility. A roof can be inspected from outside and repaired with straightforward access. But the waterproofing membrane of a tunnel is installed between the primary concrete and the secondary cast lining — literally encased within the structure. Once construction is complete, the membrane is inaccessible. It must perform for 100 years, under constant hydrostatic pressure, through seismic events, temperature cycles, and the inevitable structural movements of a buried structure. There is no second chance.
- Hydrostatic pressure in tunnels with groundwater table 20 m above invert reaches 200 kPa (Class C) — permanent for 100 years, with no recovery periods for the membrane
- Structural movements from seismic loading, traffic and thermal cycles at portals create progressive deformations that rigid membranes cannot accommodate
- Infiltrations in road tunnels create ice in winter — serious hazard for users — and corrode concrete reinforcement over decades
- Waterproofing repair in operational tunnels requires demolition of the secondary lining concrete: €50,000 to €500,000 per damaged compartment
- PVC membranes lose 20-40% of their plasticisers through migration after 15-20 years under the permanently elevated temperatures beneath tunnel concrete
- Tunnel fires with PVC membranes generate toxic HCl — EPDM contains no chlorine and generates no HCl in combustion
EPDM — The Solution Engineered to Outlast the Structure
EPDM in tunnel waterproofing systems is applied between the primary support (sprayed concrete) and the definitive lining, creating a high-performance membrane with a compartmentalisation system that allows localised remediation by injection without excavation. Its fully saturated polymer chain — with no C=C double bonds — is chemically stable across the full range of Portuguese groundwater chemistries (pH 3.5 to 12), with no plasticisers to migrate and no degradation from 100 years of permanent immersion. The 300-500% elongation at break accommodates all structural movements foreseeable within the tunnel design life.
- Certified to EN 13491 Classes B, C and D — covering hydrostatic pressures up to 400+ kPa for tunnels beneath rivers and estuaries
- 300-500% elongation accommodating seismic displacements, differential settlement and thermal deformations without membrane tearing or seam opening
- Permanent chemical resistance at pH 3.5-12 — covering all Portuguese geology, from acidic Minho granites to alkaline Algarve limestones
- Compartmentalisation system with batten bar strips confines any membrane defect to a 25 m² cell — enabling injection remediation from inside the tunnel without demolition
- No plasticisers to migrate: EPDM chemical composition remains stable for 100 years of permanent groundwater immersion
- No HCl emission in fire — EPDM is the reference material for public-access tunnels where fire safety is a regulatory requirement
EPDM Benefits
Hydrostatic Resistance: Classes A to D (EN 13491)
EPDM tunnel systems certified per EN 13491 for hydrostatic pressures from 50 kPa (Class A) to 400+ kPa (Class D), covering the full range of Portuguese road, rail and metro tunnel situations. For a tunnel beneath the Tagus estuary with 400 kPa pressure, Membriko specifies 3.0 mm Class D EPDM — the right membrane for the right pressure, with no overspecification or underspecification.
Structural Integration with Compartmentalisation
Installed between primary support and definitive lining, the EPDM membrane is mechanically protected by the structure and lasts the entire tunnel life. The compartmentalisation system with batten bar strips divides the waterproofing plane into sealed cells — any point defect is confined to the cell where it occurs, identifiable and remediable by injection from inside the tunnel, without demolition of the concrete lining.
Seismic Resistance: 300-500% Elongation
Portugal is one of the most seismically active countries in Western Europe. The 1755 Lisbon earthquake and the ongoing activity of the Azores-Gibraltar fracture zone define the seismic design context for buried infrastructure. EPDM's 300-500% elongation accommodates the differential displacements calculated per EN 1998 at tunnel-station, tunnel-shaft and portal interfaces. Bellows-geometry EPDM expansion joint profiles accommodate 50-100 mm of differential displacement without rupture.
100-Year Service Life — No Plasticisers to Lose
A tunnel is designed for 100+ years. EPDM has service life compatible with this horizon because its chemical composition contains no plasticisers that can migrate over time. PVC installed in the same conditions may lose 20-40% of its plasticisers after 15-20 years under permanently elevated temperatures — becoming rigid precisely when it needs to be flexible for seismic or settlement accommodation. With EPDM, this degradation mechanism simply does not exist.
Permanent Chemical Resistance at pH 3.5-12
Portuguese groundwater ranges from acidic (pH 4.5 in Minho granites) to alkaline (pH 8.5 in Algarve limestones), with potential for organic contaminants in urban fills. EPDM is stable across this entire range — no degradation from 100 years of permanent immersion in any Portuguese geological context. PVC, by comparison, has limited stability in strong acid media and is susceptible to organic solvents present in contaminated urban fills.
Fire Safety: No HCl Emission
In tunnel fires — the Mont Blanc (1999, 39 deaths) and Fréjus (2005, 2 deaths) fires fundamentally revised European tunnel safety standards — the toxicity of combustion products is critical. EPDM contains no chlorine: it produces primarily CO₂ and water vapour when burned. PVC, with 57% chlorine by mass, generates HCl gas — immediately dangerous to life above 35 ppm and corrosive to tunnel electronic systems. For public-access tunnels, Membriko specifies halogen-free EPDM as standard.
Technical Specifications
Thickness (cut-and-cover / Class B)
2.0 mm (EN 1849-2)
Thickness (bored tunnel / Class C)
2.0-2.5 mm (EN 1849-2)
Thickness (high pressure / Class D)
3.0 mm (EN 1849-2)
Tensile strength
≥ 9 N/mm² (EN 12311-2)
Elongation at break
≥ 300% (typical 400-500%) (EN 12311-2)
Tear resistance
≥ 20 N/mm (EN 12310-2)
Static puncture resistance (CBR)
≥ 0.8 kN (EN ISO 12236)
Hydrostatic resistance (Class C)
≥ 200 kPa (EN 13491 / EN 1928)
Hydrostatic resistance (Class D)
≥ 400 kPa (EN 13491 / EN 1928)
Seam lap joint strength
≥ 100% of parent membrane (EN 12311-2)
Chemical resistance (pH)
3.5 to 12 — all Portuguese geology
Compression set
< 25% at 70°C / 72h (ISO 815)
Dimensional stability
≤ 2% (EN 1107-2)
Service temperature
-45°C to +120°C
Reaction to fire classification
Euroclass D-E (EN 13501-1)
CE marking
Yes — EN 13967 (buried structures)
EN 13491 performance class
Class B, C or D per project specification
Protection geotextile (standard)
500-700 g/m² non-woven PP (EN 9864)
Design service life
100+ years (EN 13491 / Arrhenius)
Installation Process
- 1
Project Review and EN 13491 Specification
Detailed review of the geotechnical and hydrogeological report: design groundwater level, groundwater chemical characteristics, permeability of formations traversed. Survey of tunnel longitudinal and cross-sectional profiles, identification of concrete construction joint locations (highest hydrostatic risk) and interfaces with adjacent rigid structures (stations, access shafts). Membriko issues the technical system specification based on this review: membrane thickness, EN 13491 class, protection geotextile, compartmentalisation grid, seismic expansion joint designs and all singular point details.
- 2
Installation Plan and Compartmentalisation Layout
Preparation of the installation plan with EPDM panel positioning, longitudinal and transverse seam locations at minimum 150 mm laps with staggered arrangement to avoid triple-point junctions. Definition of the compartmentalisation grid with batten bar strips (typically 5×5 m for cut-and-cover, 3 m ring spacing for bored tunnels) and one injection port per compartment, accessible after secondary concrete placement. Location and detail design of all singular points — drainage pipe penetrations, monitoring cables, ventilation ducts, seismic expansion joints.
- 3
Primary Support Preparation and Geotextile Installation
Inspection of the sprayed concrete (shotcrete) primary lining: identification of protrusions, sharp edges, exposed reinforcement ends, and areas of inadequate shotcrete quality. Grinding and rectification of all sharp points with potential to puncture the membrane. Localised repair of areas with cracking, spalling or insufficient thickness. Installation of the 500-700 g/m² non-woven polypropylene protection geotextile immediately before the EPDM membrane — fixed with plastic nail anchors, it distributes point loads and protects the EPDM from shotcrete surface irregularities.
- 4
EPDM Geomembrane Installation
Installation begins at the tunnel invert — the zone of highest hydrostatic pressure — and progresses laterally to the walls and then to the crown. The EPDM membrane is mechanically fixed to the primary lining with aluminium or rigid PVC batten bar strips secured with nylon expansion anchors at defined spacings. Crown panels require positive support by internal scaffolding to prevent sagging before secondary lining concrete placement. Minimum 150 mm lap overlaps with staggered seam arrangement; photographic record of each panel before advancing.
- 5
Seam Execution and QuickSeam Sealing
All seams executed with the QuickSeam system: cleaning of lap faces with isopropanol, QuickPrime Plus primer application with cure time appropriate to tunnel temperature and humidity, 150 mm QuickSeam tape application with uniform silicone roller pressure (150 N/mm), metal probe testing along the full length of each seam, photographic record before advancing to the next panel. Seams at concrete construction joints receive additional reinforcement: a second 300 mm wide QuickSeam strip centred over the joint, providing sealing capacity reserve at the zones of highest differential movement probability.
- 6
Singular Points and Seismic Expansion Joints
Drainage pipe penetrations receive pre-formed EPDM sleeve details with stainless steel compression flanges — creating a mechanical and chemical waterproof seal. Monitoring cables and geotechnical instrumentation receive EPDM sleeve details with adjustable compression collars sized to the cable diameter. Seismic expansion joints at tunnel-station, tunnel-shaft and portal interfaces: bellows-geometry EPDM profiles sized to the differential seismic displacement per EN 1998, accommodating 50-100 mm without rupture or loss of watertightness. All expansion joint details fabricated and tested before site installation.
- 7
Compartmentalisation, Injection Ports and Final Inspection
Installation of compartment batten bar strips (heat-welded EPDM strips fixed to primary lining) creating 25 m² sealed cells. Each cell receives one injection port — an HDPE tube with waterproof membrane sleeve, terminating in a threaded cap accessible from inside after secondary lining placement. Systematic final inspection before authorising concrete placement: metal probe testing of 100% of seams, visual inspection of all singular points, complete photographic record. Documentation package delivered includes: technical system specification, installation records with geolocated photography, EN 13491 conformity declaration, product certificates, and installation warranty certificate.
Installation Techniques
Free Membrane System NMT (Bored Tunnels)
EPDM membrane installed freely between sprayed concrete (shotcrete) primary support and cast-in-place secondary lining, with 500-700 g/m² protection geotextile. International standard system for tunnels in rock or sprayed concrete per AFTES GT7 and ITA guidelines. Used in the Lisbon and Porto metro systems and in major Portuguese road tunnels, including the Túnel do Marão (5.6 km, opened 2017).
Vantagens
- Integrated drainage cavity between membrane and primary support — controls any infiltrations before they reach the secondary lining
- Accommodates structural movements without membrane stress — not bonded to the support
- Compartmentalisation with batten bars — any point defect confined to a 25 m² cell
- Internationally recognised standard in European high-speed rail and metro tunnels
- Injection remediation through ports without demolition of the secondary lining
Desvantagens
- Requires regular primary support without protrusions exceeding 5 mm — rigorous pre-installation inspection required
- Installation at height in large-bore tunnel crowns requires specialist scaffolding
Bonded Membrane System (Underwater and Deep Metro Tunnels)
For extremely high hydrostatic pressure conditions (>8 bar), EPDM membrane pre-applied and bonded directly to the primary support or excavation face before concrete casting. No drainage cavity — hydrostatic pressure is fully transferred to the structural concrete. Typical application in underwater tunnels, estuary crossings, and metro sections in alluvial ground with artesian pressure (Lisbon metro — Tagus valley alluvial).
Vantagens
- Maximum resistance to very high hydrostatic pressures — no cavity that could accumulate pressurised groundwater
- In pre-application, concrete is in direct contact with membrane — eliminates groundwater tracking risk at point defects
- Appropriate for underwater tunnels and metro in alluvial ground with artesian pressure conditions
Desvantagens
- Structural movements create direct membrane stress — requires higher elongation capacity and seam quality
- More complex installation with greater substrate preparation requirements
Cut-and-Cover System (Open-Trench Tunnels)
For cut-and-cover tunnels — metro stations, underground car parks, road underpasses — EPDM applied as full tanking on the outside of the concrete box before backfill, in a positive pressure system. Water is blocked before contacting the structural concrete. In two variants: pre-applied (membrane secured to excavation face before concrete casting, concrete placed directly against EPDM) or post-applied (membrane applied to hardened concrete surface, full visual inspection possible before backfilling).
Vantagens
- Positive system — water blocked before reaching structural concrete
- Full visual inspection of installed membrane before backfilling (post-applied variant)
- Compatible with bituminous surfacing over the roof slab for roof waterproofing
- Pre-application eliminates groundwater tracking risk at the membrane-concrete interface
Desvantagens
- Applicable only during construction — not applicable to existing operational tunnels
- Requires rigorous coordination with excavation and structural concrete casting sequence
Comparison with Other Membranes
| Característica | EPDM | PVC for tunnels | Bentonite GCL |
|---|---|---|---|
| Hydrostatic pressure resistance | Up to 10 bar / 400+ kPa (EN 13491 Class D) | Up to 8 bar — limited by plasticiser migration over time | Class B (100 kPa) — sensitive to groundwater ionic strength |
| Elongation and seismic accommodation | 300-500% — full elastic recovery after seismic event | 200-300% — possible permanent deformation after severe seismic event | None — cracks under seismic displacement |
| Fire safety (HCl emissions) | None — no chlorine, no HCl in combustion | Highly toxic HCl — immediately dangerous above 35 ppm | Non-combustible — but no seismic elongation capacity |
| Chemical resistance (groundwater pH) | pH 3.5-12 — stable across all Portuguese geology | pH 4-12 — limited by plasticiser migration at pH extremes | pH 7-11 — deteriorates in acidic conditions or with divalent ions |
| Compartmentalisation and repair without excavation | Yes — batten bars and injection ports; cost €2,000-10,000 per compartment | Yes — batten bars with air lance testing; similar cost | Limited injection — excavation cost €50,000-500,000 for membrane access |
| Service life under permanent hydrostatic pressure | 100+ years — no plasticisers to migrate (Arrhenius methodology) | 50-80 years — plasticiser loss progressively reduces elongation | 20-40 years — dependent on quality of base concrete |
Performance in the Portuguese Climate
Mountain Zones (Serra da Estrela, Gerês, Peneda-Gerês)
Portuguese mountain tunnels experience high groundwater flow rates and intense precipitation — up to 2,000-3,000 mm annually in Serra da Estrela. High hydrostatic pressure demands EN 13491 Class C or D systems certified for 200-400 kPa. Water is slightly acidic (pH 4.5-6.5 in granitic formations) with low ionic strength — not aggressive to EPDM. The 300-500% elongation accommodates the specific seismic movements of these mountain regions.
Seismic Zones (Lisbon, Setúbal, Algarve, Azores-Gibraltar Fault)
Portugal has significant seismic risk in the western and southern zones — Seismic Zones 1.1 to 1.6 in the south. EPDM bellows-geometry expansion joints, sized to NP EN 1998-1 differential displacements, are critical for tunnel-station and tunnel-shaft interfaces in the Lisbon and Porto metro systems and in rail tunnels under construction in highest-seismicity zones.
Coastal and Estuarine Zones (Tagus, Douro, Sado)
Metro and infrastructure tunnels beneath the Tagus (Lisbon) and Douro (Porto) estuaries operate in Quaternary alluvial ground with high groundwater tables and artesian pressures in some zones — Class C or D. EPDM is inert to brackish water, chlorides, and salinity variation characteristic of tide-influenced estuaries. Pre-applied EPDM is the reference specification for these conditions.
Lisbon and Porto Metro (Quaternary Alluvial Ground)
Metro tunnels in Quaternary alluvial ground of Lisbon (Tagus valley) and Porto (Douro valley) have high groundwater tables, highly permeable soils, and artesian pressure in some zones. Pre-applied EPDM systems (membrane secured to excavation face before concrete casting) and post-applied systems (membrane over hardened concrete) are the reference specifications for these conditions, and are used in the current extension programmes for both metro systems.
Rail and High-Speed Lines (Ferrovia 2020 / High-Speed Programme)
Rail and high-speed tunnels under construction within the Ferrovia 2020 programme and the Lisbon-Porto high-speed corridor require a 100-year design service life, significant seismic exposure in southern zones, and geomembrane specification per EN 13491. EPDM absorbs high-frequency rail traffic vibrations and maintains watertightness even with frequent high-speed train passages at 300+ km/h.
Frequently Asked Questions
Yes. EPDM is used in high-speed rail tunnels throughout Europe, including on the Lyon-Turin line and various TGV network tunnels in France. Seismic resistance (300-500% elongation), durability under high-frequency cyclic vibration without accumulated permanent deformation, and the 100+ year design service life are the principal reasons for selecting it over alternatives such as PVC or sprayed concrete. In Portugal, EPDM specification is aligned with the requirements of the high-speed rail programme and Ferrovia 2020.
EN 13491 defines performance classes for geosynthetic barriers in underground structures: Class A (≤ 50 kPa, shallow structures with low groundwater table), Class B (≤ 100 kPa, standard cut-and-cover in normal conditions), Class C (≤ 200 kPa, bored tunnels with moderate groundwater table — 15-20 m above invert), and Class D (≤ 400+ kPa, tunnels beneath rivers, deep metro, estuary crossings). The class is determined by the design groundwater level from geotechnical investigation. Membriko reviews the geotechnical report and proposes the appropriate class before any thickness or product specification is established.
Membriko carries out two complementary verifications. Metal probe testing traverses 100% of installed seams — any unbonded zone is detected immediately and repaired before advancing. For critical projects (Class D, or tunnels with specific contractual provisions), air lance testing of lap seams is specified as an additional QA measure, with each seam pressurised and checked for watertightness. All results are photographically documented and integrated into the as-built package delivered to the client. Secondary lining concrete placement is not authorised without documented 100% seam conformity.
In Membriko's compartmentalised system, repair of a compartment with active infiltration is carried out by injection from inside the tunnel, with no excavation or demolition. The process: (1) confirmation of the affected compartment by injection port pressure testing; (2) material selection — micro-fine cement grout for compartments with moderate void volume, or hydro-expanding polyurethane foam for active infiltration during injection; (3) progressive injection monitoring pressure and volume; (4) sealing confirmation by pressure test after material cure. Cost is €2,000-10,000 per compartment versus €50,000-500,000 for demolition and re-casting. The operation is completed in 1-3 days without tunnel closure.
EPDM contains no chlorine, so it does not emit hydrogen chloride (HCl) in case of fire — unlike PVC membranes, which contain 57% chlorine by mass and generate HCl at concentrations immediately dangerous to life (> 35 ppm). In terms of fire reaction behaviour, EPDM is classified Euroclass D or E per EN 13501-1. For tunnels with high fire safety requirements (metro, rail, high-volume road tunnels), Membriko specifies halogen-free low-smoke EPDM formulations achieving Euroclass D or C classification — the appropriate standard for the post-Mont Blanc fire safety environment.
In NMT (New Austrian Tunnelling Method), the membrane is installed freely between the primary sprayed concrete support and the cast-in-place secondary lining, with integrated drainage cavity and compartmentalisation system. This system accommodates structural movements without membrane stress. In cut-and-cover, the concrete box is constructed in open excavation and EPDM is applied on the exterior as a positive-pressure system before backfill, in pre-applied (concrete cast against membrane) or post-applied (membrane over hardened concrete) variants. Installation requirements differ significantly, but the EPDM material is the same — the difference lies in its position within the structure.
EPDM material cost is typically 10-20% higher than equivalent-thickness PVC. However, the 100+ year design service life of EPDM (no plasticisers to migrate) versus 50-80 years for PVC (with progressive plasticiser loss and associated elongation reduction), the absence of HCl emission in fire, and the superior elongation for seismic accommodation clearly justify the difference for a tunnel with a 100-year design life. In full life-cycle analysis, EPDM is invariably the more economical choice — Membriko provides this analysis in any specification consultation.
Yes. Membriko installs continuous infiltration monitoring systems integrated in the drainage cavity between membrane and primary support. Flow or electrical conductivity sensors in each compartment drainage channel detect active infiltrations with compartment-level precision — enabling preventive maintenance and injection remediation without tunnel closure. These monitoring systems are particularly relevant in critical infrastructure tunnels (metro, high-speed rail, Class I road tunnels) where any operational closure carries significant cost.
Ready to Get Started?
Request a free, no-obligation quote. Our technical team assesses your project and recommends the ideal EPDM solution.
Related Applications
Foundation Protection for the Building Service Life
EPDM membrane for foundation waterproofing: strip foundations, raft slabs, basement walls. Resistance to hydrostatic pressure, roots and aggressive soil chemistry. 20-year guarantee. Central Portugal.
Waterproof Underground Car Parks with EPDM
EPDM membrane for underground car park slabs and walls. Resistant to fuels, de-icing salt chlorides and hydrostatic pressure. Portugal.
Protected Bridges and Viaducts with EPDM Systems
EPDM waterproofing systems for bridge and viaduct decks. Resistance to heavy traffic, extreme thermal cycles and structural movements. EN 14695 and LNEC E 378 compliant. Portugal.