Choosing a geomembrane starts with the site, not a price list. The contained liquid, slope, subgrade, loading, exposure, and installation method all affect the liner specification. A suitable product can then be selected by comparing surface finish, membrane structure, thickness, and required test records.
This guide compares smooth HDPE, textured HDPE, and composite geomembranes. It also lists the information a buyer should include in a request for quotation.

Before requesting prices, record the conditions that will affect liner performance:
These answers help the supplier quote a product that fits the project.
에이 smooth HDPE geomembrane liner provides a flat surface and a continuous barrier. It is commonly used in reservoir floors, wastewater ponds, landfill bases, leachate collection areas, industrial ponds, and aquaculture facilities.
The smooth surface can help with hydraulic flow and cleaning where sediment must be removed. Material options include HDPE, LDPE, and LLDPE. Smooth configurations commonly cover nominal thicknesses from 0.75 to 2.0 mm, with standard roll widths of 6 to 8 m and project-specific dimensions.
Smooth material suits relatively flat areas where interface friction is not the main design issue. Sloped sections still need a stability check, especially when drainage layers, soil, or other geosynthetics will sit above the membrane.
에이 textured HDPE geomembrane for steep slopes has a rough surface on one or both sides. The texture increases friction between the liner and adjacent soil or geosynthetic layers. This makes it useful for landfill sidewalls and caps, mining leach pads, tailings facilities, dam facings, and sloped containment systems.
Choose single-sided or double-sided texture according to the layers touching each face. A single-sided product can provide friction at one interface while keeping the other face smooth. A double-sided product provides textured contact on both faces.
Texture alone does not establish slope safety. The design should consider slope angle, normal load, drainage, interface materials, and expected movement. Interface shear testing may be needed for the proposed layer combination.
에이 geotextile-backed composite geomembrane combines a PE membrane with one or two geotextile layers. Typical structures include one geotextile bonded to one membrane or a membrane placed between two geotextiles.
The geotextile can protect the barrier and provide separation where the base is irregular or construction damage is a concern. Common uses include canals, reservoirs, wastewater facilities, landfill systems, mining sites, road projects, agricultural storage, and remediation work.
Composite configurations can range from 400 to 1,500 g/m² in reference weight, with intermediate film thicknesses from 0.2 to 1.0 mm. Specifications may also cover break strength, elongation, CBR burst strength, tear resistance, peel strength, and hydrostatic pressure. The quotation should state the geotextile type, number of layers, total unit weight, film thickness, roll size, and required tests.

Thickness affects puncture resistance, handling, welding, material use, and cost. It should be selected from the project design. Review:
Ask the supplier to distinguish nominal thickness, minimum measured thickness, and manufacturing tolerance. Confirm which values appear in routine quality records and which require project-specific testing.
| Selection factor | Smooth HDPE | Textured HDPE | 복합 지오멤브레인 |
| Typical terrain | Flat floors and moderate geometry | Slopes and high-friction interfaces | Irregular or protection-sensitive bases |
| Main reason to select it | Smooth continuous barrier | Higher interface friction | Barrier with attached protection |
| Main design checks | Compatibility, pressure, seams | Interface shear and slope stability | Unit weight, film thickness, bonding, puncture protection |
| Common applications | Ponds, reservoirs, wastewater, landfill bases | Landfill slopes, mining pads, dam facings | Canals, water projects, remediation, civil works |
The geomembrane types for engineering projects should be compared as part of the full lining system. Drainage layers, geotextile cushions, cover materials, anchors, penetrations, and field seams can change the required specification.
Agree on subgrade acceptance before shipment. The project team should define compaction, surface smoothness, moisture condition, removal of sharp objects, anchor trenches, deployment direction, weather limits, and welding sequence.
For field seams, confirm the welding method, trial seams, production seam tests, repair process, and inspection records. The quality package may include:
Smooth and textured products need their own physical, mechanical, durability, and dimensional tests. Composite products may also require unit weight, film thickness, CBR, tear, peel, and hydrostatic pressure results.
Include the application and location, contained medium, proposed polymer, surface finish, thickness or composite weight, total area, slope angles, subgrade, cover layer, roll width and length limits, color, test standards, packing requirements, destination port, shipping terms, and delivery date.
When the design is still developing, mark undecided values clearly. This lets the supplier quote workable options without treating preliminary assumptions as final requirements.
CHANGFENG supplies smooth, textured, and composite geomembranes for water containment, waste management, mining, civil works, agriculture, and environmental projects. Orders can include specification confirmation, samples, test records, roll labels, batch information, export packing, and loading documentation. OEM and ODM options can cover roll dimensions, product structure, color, labels, and packing.
The company has more than 15 production lines and ISO 9001, ISO 14001, and ISO 45001 management system certifications. Buyers can submit the application, site conditions, dimensions, quantity, test requirements, and destination for a project quotation.
Smooth HDPE is often used for reservoir floors, ponds, and irrigation storage. Textured HDPE may be needed on slopes with higher friction requirements. Composite geomembrane can suit a base that needs an attached geotextile layer. Water depth, slope, subgrade, exposure, and specifications decide the final choice.
Textured geomembrane is considered when interface shear and slope stability control the design. Common locations include landfill sidewalls, mining pads, and dam facings. The proposed soil and geosynthetic interfaces should be checked through stability analysis and, where needed, testing.
No single thickness guarantees performance. Polymer compatibility, subgrade preparation, puncture protection, welding, interface stability, and inspection also matter. Select thickness from the project loads and applicable requirements.
Send the application, material, structure, thickness or composite weight, roll dimensions, area, slope, subgrade, contained medium, color, required tests, packing instructions, destination port, and delivery schedule.
The required package may include a technical data sheet, agreed specification, samples, test records, roll and batch labels, packing list, loading photos, and export documents. The contract should define which records are needed for approval and delivery acceptance.
