How to correctly select, position, lap, and install damp proof membranes under concrete slabs, floors, and foundations in 2026
The complete 2026 guide to moisture barriers and DPM installation — covering membrane types, thicknesses, placement position, lapping and jointing requirements, upstands, penetrations, common failures, and step-by-step installation for ground-bearing concrete slabs in residential and commercial construction.
A practical 2026 guide for builders, concreters, structural engineers, and project managers installing damp proof membranes correctly under concrete floor slabs
A damp proof membrane (DPM) is a continuous impermeable sheet or coating installed beneath or within a concrete floor slab to prevent ground moisture, water vapour, and radon gas from rising through the slab into the building above. In Australia and the UK, a DPM is a mandatory element of ground-bearing slab construction under AS 2870, NCC Section B, and BS 8102 / BS 8204. Without a correctly installed DPM, rising moisture causes floor finish failures, mould growth, timber decay, and structural dampness.
The terms DPM and vapour barrier are often used interchangeably but refer to different performance levels. A DPM (damp proof membrane) resists bulk liquid water transmission and water vapour — it must have a water vapour transmission (WVT) rate of less than 0.1 g/m²/day per BS EN 13967 to qualify. A vapour barrier or vapour retarder is a lesser standard that reduces but does not eliminate vapour transmission. For concrete slabs in 2026, only a full DPM meeting the minimum 300 micron (1200 gauge) polythene standard or equivalent is acceptable for NCC/Building Regulations compliance.
A DPM is only as effective as its weakest point — a single unsealed lap joint, unprotected penetration, or torn section completely undermines the entire membrane. The most common cause of moisture-related floor failures in 2026 is not specification of the wrong DPM type but incorrect installation — particularly inadequate lapping, failure to turn up to DPC level at walls, and damage from foot traffic and reinforcement placement before the concrete is poured. Getting installation right costs nothing extra but prevents enormously expensive remediation later.
Understanding the correct sequence of layers in a ground-bearing concrete floor assembly is the starting point for effective moisture barriers and DPM installation. Each layer serves a specific protective or structural function — and each must be installed in the correct order. The diagram below shows the standard floor build-up for a ground-bearing reinforced concrete slab from subgrade to finished floor level, with DPM positioned in its correct location.
The position of the DPM within the build-up — whether above or below the blinding layer, and whether above or below the insulation — is a critical design decision that affects both moisture performance and the structural integrity of the slab. This is discussed in detail in the sections below. The backfilling around concrete foundations guide on ConcreteMetric covers the sub-base and fill layer requirements that form the foundation of this build-up.
Figure 1 – Standard ground-bearing concrete floor build-up showing correct DPM placement above insulation and below the structural slab. DPM must extend up all walls to damp proof course (DPC) level with a minimum 150 mm upstand. Dimensions are indicative — refer to structural engineer's drawings for project-specific requirements.
Selecting the correct moisture barrier and DPM type for the specific application, ground conditions, and floor finish is one of the most important decisions in the floor build-up design. The minimum acceptable DPM for residential ground-bearing slabs in Australia (NCC 2026) and the UK (Building Regulations Approved Document C) is 300 micron (1200 gauge) polythene sheet to BS EN 13967 or equivalent. Higher-risk applications — aggressive ground contamination, high water table, or sensitive floor finishes — require heavier or more chemically resistant membranes.
300 micron (1200 gauge) polythene sheet to BS EN 13967 is the minimum standard DPM for residential ground-bearing slabs. It provides effective resistance to liquid water and water vapour under normal ground conditions. 500 micron (2000 gauge) is recommended where the DPM will be subject to foot traffic during construction, rough sub-base surfaces, or reinforcement bar placement — the additional thickness significantly reduces the risk of puncture damage before the concrete is poured. Most residential and light commercial projects in Australia and the UK use 300–500 micron polythene DPM in 2026.
750–1000 micron (3000–4000 gauge) polythene or reinforced polyethylene DPM is used in commercial and industrial applications where: the sub-base is coarse and angular (high puncture risk); fork-lift traffic will pass over during construction; the floor finish is moisture-sensitive (hardwood, engineered timber, vinyl, or resin flooring requiring RH ≤ 75%); or the ground investigation has identified elevated moisture or contamination. At this thickness, the membrane is self-supporting over minor voids and resists tearing during concrete placement and vibration.
In areas with elevated radon gas risk (designated radon-affected areas in the UK per BRE BR211, or areas with known ground gas contamination), a gas-resistant DPM with fully sealed lap joints and penetrations is required. Radon-resistant DPMs are typically 300–500 micron polyethylene with a radon gas transmission rate below the specified threshold. All joints must be sealed with radon-rated tape, and all penetrations must be collared with purpose-made gas-tight seals. In higher-risk zones, a passive or active radon sump system beneath the DPM is also required per UK Building Regulations Part C and BRE Good Repair Guide 33.
Liquid-applied DPMs — epoxy, polyurethane, or bitumen-based coatings applied to the surface of a blinding or existing concrete slab — are used where sheet membranes are impractical (complex plan shapes, numerous penetrations, or retrofit applications). They provide a seamless, monolithic moisture barrier with zero lap joints but require a smooth, clean, dry substrate for adhesion. Epoxy DPM coatings such as Sika Epoxy DPM, Tremco ExoAir, and similar products achieve WVT rates below 0.1 g/m²/day at 3–5 mm dry film thickness and are widely used under resin floor coatings and polished concrete where moisture sensitivity is critical.
Dimple sheet membranes (HDPE studded drainage membranes such as Delta MS, Newton 508, or Platon) are used where active water management rather than simple vapour exclusion is required — particularly in basement tanking, retaining wall drainage, and split-level slabs adjacent to high water tables. The dimple profile creates a drainage cavity between the ground and the structural element, directing water to a perimeter drain or sump. For ground-bearing slabs, dimple sheet is used as a drainage layer beneath the DPM and above the sub-base in high water table situations.
Where the ground investigation identifies chemical contamination — hydrocarbons, sulfates above DS3 class per BRE Special Digest 1, aggressive soluble salts, or chloride-bearing groundwater — a chemically resistant DPM is required. Appropriate products include: LLDPE (linear low-density polyethylene) membranes with proven chemical resistance to identified contaminants; reinforced bitumen membranes for sulfate-bearing ground; and HDPE geomembranes for highly contaminated brownfield sites. Always confirm chemical compatibility between the specified DPM and the identified ground contaminants with the membrane manufacturer before specifying.
The table below provides a ready reference for moisture barrier and DPM specification covering the minimum thickness, applicable standard, vapour transmission performance, and appropriate applications for each DPM type. Use this table to confirm that your DPM specification meets the minimum requirements for your project's exposure class and floor finish sensitivity before ordering materials.
| DPM Type | Min. Thickness | Standard | Max. WVT Rate | Typical Application |
|---|---|---|---|---|
| Standard Polythene (1200 gauge) | 300 micron | BS EN 13967 / AS 2870 | < 0.1 g/m²/day | Residential ground-bearing slabs |
| Heavy Polythene (2000 gauge) | 500 micron | BS EN 13967 | < 0.1 g/m²/day | Commercial slabs, reinforced floors |
| Industrial HD Polythene | 750–1000 micron | BS EN 13967 | < 0.1 g/m²/day | Industrial floors, sensitive finishes |
| Radon-Resistant DPM | 300 micron (min.) | BRE BR211 / BS 8485 | Radon rated (Bq/m² threshold) | Radon-affected zones, gas protection |
| Liquid-Applied Epoxy DPM | 3–5 mm DFT | BS 8204 / manufacturer spec | < 0.1 g/m²/day | Retrofit, complex shapes, resin floors |
| Dimple Sheet Drainage | 0.5–1.0 mm sheet | BS 8102 / EN 13252 | N/A (drainage layer) | High water table, basement slabs |
| HDPE Geomembrane | 1.0–2.0 mm | GRI GM13 / ISO 10318 | < 0.05 g/m²/day | Contaminated sites, aggressive ground |
The most frequently debated question in moisture barrier and DPM installation practice is whether the DPM should be placed above or below the insulation layer. Both positions are used in practice and both can be correct — the right choice depends on the design intent, the type of insulation, and the floor finish. Understanding the implications of each position is essential for correct specification.
UK Building Regulations Approved Document C (Site Preparation and Resistance to Contaminants and Moisture, 2022 edition) recommends the DPM in Position B — above the insulation and below the structural slab for standard residential and commercial ground-bearing floors. This position maximises protection of the structural slab and floor finish from ground-sourced moisture. In Australia, AS 2870 and the NCC 2026 volume 1 similarly require the DPM to be placed at or near the underside of the concrete slab to prevent vapour transmission into the structure above. Always confirm position with the structural engineer and building surveyor for the specific project before installation commences.
The following step-by-step procedure covers the complete installation of a polythene sheet DPM (300–500 micron) beneath a ground-bearing reinforced concrete slab — the most common moisture barrier and DPM installation scenario in residential and commercial construction in 2026. Follow each step in sequence — post-pour remediation of a failed DPM is one of the most expensive and disruptive floor defect rectification scenarios possible.
✔ Minimum 300 micron (1200 gauge) polythene or heavier as specified
✔ All laps minimum 300 mm and sealed with rated DPM jointing tape
✔ Wall upstands minimum 150 mm above finished floor level connecting to DPC
✔ All penetrations sealed with pipe collars or liquid-applied DPM flashing
✔ Protection layer in place before reinforcement is placed
✔ Final inspection completed and documented before concrete pour begins
✔ DPM product data sheet and BS EN 13967 / AS 2870 compliance confirmed
The majority of rising damp and moisture-related floor finish failures traced back to the DPM are caused by a small number of predictable, avoidable installation errors. Understanding these failures before work begins is the most effective quality control measure available for moisture barrier and DPM installation in 2026. Rectifying a failed DPM after a floor finish has been installed typically costs 10–30× the cost of the original DPM installation.
Sub-base preparation and compaction requirements that form the foundation of correct DPM installation.
🪨Drainage and moisture management in retaining wall backfill — directly related to DPM design for adjacent slabs.
🔍How to identify failed DPMs and rising damp in existing concrete floor slabs and foundations.
🫧How concrete mix design above the DPM affects moisture transmission and floor finish performance.
BS EN 13967 is the European standard governing flexible sheets for waterproofing including DPMs for use under concrete floor slabs, covering vapour transmission requirements, thickness, mechanical properties, and testing methods. Compliance with this standard is the foundation of DPM specification for UK, European, and Australian building compliance in 2026.
BSI Standards →Correct sub-base preparation is the essential first step for effective DPM installation. The ConcreteMetric guide on backfilling around concrete foundations covers compaction methods, granular sub-base specification, blinding layer requirements, and drainage provisions that must be completed before any moisture barrier installation can begin.
Backfilling Guide →For existing buildings where DPM failure is suspected, structural assessment methods can identify the extent of moisture ingress and the most appropriate remediation strategy. Read the ConcreteMetric guide on assessing existing concrete structures for the inspection, testing, and remediation methods applicable to moisture-damaged concrete floor slabs in 2026.
Assessment Guide →