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Flexible membrane materials

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Pages in this section include:

  Flexible membrane lining techniques
Flexible membrane materials
  Covered liners
  High-density polyethylene (0.75mm)
  Geosynthetic clay liners
  Exposed liners
  High-density polyethylene (2mm exposed)
  High-density polyethylene (1.5mm exposed)
  Linear low-density PE and very low-density PE
(1.5mm)
  DamSeal
  Unreinforced polypropylene (1mm)
  Unreinforced polypropylene (0.75mm)
  Reinforced polypropylene (1.1mm)
  Butyl rubber
  Asphalt

The range of flexible membrane liners is extremely wide with new products appearing regularly on the market. A range of common materials and those identified during the seepage remediation project are described below, although this list is by no means exhaustive:
  • PVC - Polyvinyl chloride (PVC) contains plasticisers that enable it to become a soft flexible structure suitable to be used to line channels. However, PVC is susceptible to contact with various chemicals and exposure to UV radiation, which causes the material to become brittle. Its susceptibility to UV radiation means that some form of cover is usually required. This is the most widely used material.
  • HDPE - High-density polyethylene (HDPE) is similar to the material used in black polyethylene pipes. It has a broad chemical resistance and excellent UV resistance, but has a lack of flexibility and can develop brittle stress cracking if not properly formulated. Since HDPE is a very stiff material, it cannot be prefabricated into panels. Instead it is delivered to the site in rolls up to 6m wide (9m in the United States) and all the seaming is done on-site.
  • VLDPE and LLDPE - Very low-density polyethylene (VLDPE) and linear low-density polyethylene (LLDPE) were introduced to address the shortcomings of HDPE in terms of flexibility. These are less crystalline forms of polyethylene which result in increased flexibility and a membrane less conducive to brittle stress cracking. However, some degree of chemical and UV exposure resistance is sacrificed as a result, and these materials are generally not recommended for exposed applications, although UV-stabilised products are available. While more flexible than HDPE, these LDPE materials are still not as flexible as PVC for ease in handling during installation.
  • FPP - Flexible polypropylene (FPP) is produced in both unreinforced (PPU) and reinforced (PPR) form to provide a choice in terms of tensile behaviour. The unreinforced membrane is typically very flexible with excellent elongation capabilities, but the reinforced membrane has low thermal expansion properties. FPP has quite a good resistance to common chemical exposures, excellent mechanical properties and excellent UV performance when the polymer is properly stabilised. This is sometimes referred to as FPA (flexible polypropylene alloy).
  • CSPE - Chlorosulfonated polyethylene (CSPE) or Hypalon is based on the use of chlorine and sulfur to modify and soften the polyethylene structure in order to make the material more flexible to facilitate seaming. CSPE membranes are scrim-reinforced for strength and dimensional stability. CSPE provides very good chemical resistance, excellent UV exposure performance and is not subject to cracking and embrittlement with long-term exposure.
  • CPER - Reinforced chlorinated polyethylene (CPER) is a product similar to CSPE
  • EIA - Ethylene interpolymer alloy (EIA) is an alloy of PVC resin with a special ethylene interpolymer that results in a flexible plastic-free material. EIA geomembranes maintain the advantages of PVC but have a high degree of durability and chemical resistance, especially in relation to hydrocarbons and extreme temperatures. Membranes are typically fabricated with a high-strength reinforcing scrim. This product is typically used for speciality applications and is quite expensive.
  • EPDM and butyl rubber - Butyl rubber is a weather resistant, flexible, high-elongation and durable membrane. EPDM (ethylene propylene diene monomer) was developed from butyl rubber and is installed as liners, caps and covers in environmental containment applications worldwide, but is relatively new to the channel remediation industry. It exhibits excellent elongation characteristics and does not require a soil cover. It exhibits high tensile strength and excellent resistance to punctures, UV radiation, weathering and microbial attack.
  • DamSeal - The DamSeal concept involves the in-situ application of a mineral-filled, rubberised bitumen emulsion to a geotextile fabric liner. The DamSeal emulsion impregnates the geotextile and forms a waterproof lining for channel floors and batters. Liquid Boot is a similar product.
  • Asphalt - Asphalt is used in several different lining methods. Thinner asphalt layers are generally regarded as a flexible membrane liner. Types of flexible membrane asphalt liners include sprayed-in-place asphalt, and hot-rolled asphalt, and polymer-modified asphalt roll membranes.
  • Geosynthetic clay liner - Geosynthetic clay liners (GCL) consist of clay material, usually bentonite, woven into the middle of two geotextile layers. This lining mechanism uses the beneficial properties of bentonite, and the material to which it is bonded holds the bentonite in place. GCLs require at least 300m cover of soil ballast over the GCL to provide sufficient force to confine the expansion of the bentonite core layer.
  • Polyurethane coated geotextile - Similar to the DamSeal concept, but with the application of a UV-resistant 1.5mm thick polyurethane cover over a geotextile fabric.
  • On-site fabricated plastic - On-site fabricated plastic is an emerging technology that is not yet commercially available. The technology will enable production of a continuous plastic film, without the need for seams. The manufacturer anticipates that the product will be of appropriate strength, competitively priced compared to 0.75mm HDPE, and require less subgrade preparation than standard flexible plastic sheeting.
As a guide, attribute ratings of some of the more common membranes are provided in Table 1 Geomembrane attribute ratings below. Further product information including advantages, disadvantages, application issues and properties of some materials is detailed in Table 2 Geomembrane options below.

Table 1 Geomembrane attribute ratings
Attribute PVC HDPE VLDPE CSPE FPP Sprayed bitumen GCL

General chemical exposure

Excellent

Excellent

Good

Excellent  - when cured

Excellent

Fair

Fair

Hydrocarbon exposure

Fair

Good

Good

Good  - when cured

Good

Poor

Poor

Weathering (UV exposure)

Fair

Excellent

Fair

Excellent  - when cured

Good

Fair

Poor

Thermal stability

Good

High coeff. of thermal expansion

High coeff. of thermal expansion

Excellent  - when reinforced

Good-excellent when reinforced

Poor

Good

Tensile performance

Good

Good

Good

Good

Good

Poor

Good

Uni-axial elongation performance

Excellent

Excellent

Excellent

Excellent

Excellent

Poor

Fair

Multi-axial elongation performance

Excellent

Poor

Excellent

Excellent

Excellent

Fair

Fair

Puncture performance

Excellent

Fair

Excellent

Good

Good

Fair

Good

Abrasion resistance

Excellent

Fair

Fair

Fair

Good

Fair

Good

Seaming methods

Heat or solvent bonding  - good

Heat  - Excellent

Heat  - Excellent

Heat or solvent bonding   - good

Heat  - Excellent

Sprayed Laps

Laps only

Repair in service

Good

Good

Good

Poor  - requires adhesives

Good

Good

NA

Stress cracking

Does not occur

Fair

Good

Good

Does not occur

NA

Does not occur

Flexibility in Detailing

Excellent

Fair

Good

Good

Good

Good

NA

Roll cost

Medium

Low

Low -Medium

High

Medium

Low

Medium


Table 2  Geomembrane options

Material Advantages Disadvantages Application Properties

PVC

Resists acids and bases

Flexible

Most workable of all geomembranes

Offers superior puncture resistance

Susceptible to damage from burrowing freshwater life

Susceptible to stiffness with aging

Becomes brittle at 0¬C, making it difficult to handle in cold seasons

Not UV resistant, susceptible to damage from the sun

Where off site fabrication is possible.

Surface preparation is less than ideal

To increase the service life and reduce installation problems a thicker liner of 0.51mm (0.25mm originally)

Doubling the thickness increases construction cost by 15%.

Tensile strength 140 kg/cm2

Ultimate elongation 300%

Available gauges 0.2-0.85mm

Available widths 1.2-19m

Joining by heat, solvent or adhesive

Density 1.25

HDPE

Cost-effective over large areas

Inflexible

Requires specialist welding equipment

Requires well-prepared surfaces

Low resistance to vertical stress

Cost-effective over large areas

Industry standards for the installation of HDPE liners have been released by the International Association of Geosynthetic Installers (IAGI)

Most common material used

Excellent UV damage resistance

Wide range of chemical resistance

Joining by welding

Available gauges 0.4mm to >2mm

Available widths <6m

FPP

Flexible

Some problems with fuel immersion

Requires specialist welding equipment

Where long life in harsh conditions is required

Especially suited to situations where soil movement is expected

Good UV damage resistance

Wide range of chemical resistance

VLDPE and LLDPE

Puncture resistance has improved

Resistant to biological deterioration and chemical attack

Resistant to root penetration

Becomes brittle at 15¬C rather than zero, allowing installation in cold season

Very susceptible to sun damage

Short-term applications < 2years if not covered

Long-term application if covered and installed correctly >50years, general expectation of 20-30 years.

Has been applied in Australia as woven polyethylene at 0.2mm thickness generally.

Tensile strength 126 kg/cm2

Ultimate elongation 500%, minimised for woven PE.

Available gauges 0.15-0.5mm

Available widths 5.0-12m

Joining by heat, tape or adhesive

Density 1.25

GCL

High puncture resistance

High friction capabilities with adjacent soils

Reduce or replaces clay liner component of a composite liners

Generally more expensive

Requires protection from exposure damage

Bentonite is placed in between two geomembranes which are then stitched together to from a geotextile

Applied the same as other geomembranes

Refer to Geosynthetic clay liners

Butyl

and EPDM

Suitable for relining old concrete channels

Good weathering properties

Flexibility, toughness and good ageing properties

Resistance to most chemicals and abrasion

Can withstand extreme temperature changes

Resistant to sun damage

EPDM has better properties than butyl rubber

Requires protection from mechanical damage and vandalism if exposed

Relatively high cost

Can suffer from ozone depletion and poor shrinkage

Service life dependent on careful and consistent fabrication which is difficult for large projects

Special attention required to ensure adequate bonding and anchoring

Has been in service for 10 years both covered and uncovered with essentially no change

Can be reinforced with nylon

Can be used to meet specific service requirements that are not possible with less costly membrane materials

Tensile strength 84 kg/cm2

Ultimate elongation 300%

Available gauges 0.8-3.0mm

Available widths 8.5-14m

Joining by adhesive

Density 1.25

References: Hickey (1971), Morrison and Starbuck (1984), Kraatz (1977), Sally (1965), Sinclair Knight Merz (1998), pers comm Alan Liebeck (2000)





Related pages Top button

Flexible membrane lining techniques
Covered liners
High-density polyethylene (0.75mm)
Geosynthetic clay liners
Exposed liners
High-density polyethylene (2mm exposed)
High-density polyethylene (1.5mm exposed)
Linear low-density PE and very low-density PE
(1.5mm)

DamSeal
Unreinforced polypropylene (1mm)
Unreinforced polypropylene (0.75mm)
Reinforced polypropylene (1.1mm)
Butyl rubber
Asphalt
   

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Page last reviewed on 8/3/04