| Ground conditions | Soft/variable subgrade, municipal waste | Brownfield, post-industrial land | Good bearing subgrade required | Any conditions - combined layers |
| Contamination type | Inorganic leachate, municipal waste | Hydrocarbons, mercury, industrial chemicals | Any chemical - HDPE chemically inert | High-risk multi-contaminant sites |
| Hydraulic conductivity | k ≤ 5 x 10⁻¹¹ m/s (EN 14150) | k ≤ 1 x 10⁻¹⁴ m/s (PE coating, EN 14150) | k ≤ 1 x 10⁻¹⁵ m/s (HDPE) | k ≤ 1 x 10⁻¹⁵ m/s (composite) |
| Gas barrier function | Limited - additional membrane required | Yes - immediate from the day of installation | Yes - HDPE impermeable to gases | Yes - full composite barrier |
| Chemical resistance | Standard - suitable for inorganic leachate | High - PE coating resists hydrocarbons | Very high - HDPE inert to most chemicals | Very high - PE coating plus HDPE |
| Slope suitability | Yes - adequate overlap at seams (min. 300 mm) | Yes - overlap min. 300 mm + bentonite infill | Yes - MegaFriction variant for steep slopes | Yes - system design required for each site |
| Criterion | Bentofix® NSP | Bentofix® X / X2 | Carbofol® HDPE | Composite system |
| Regulatory reference | EN 13493, EC Landfill Directive 1999/31/EC | EN 13493, EN 14150, ASTM D 5887 | GRI GM-13, ASTM D6693, EC Landfill Directive | EA Guidance Notes, EN 13493, BS 8006 |
| Recommended type | Bentofix® NSP 4000 / NSP 4900 | Bentofix® X2 NSP 4900 / X2 BFG 5300 | Carbofol® HDPE 406 (2.0 mm) | Bentofix® X2 + Carbofol® HDPE |