Give the waterproofing membrane a suitable protective layer. Compare Jinseed PET nonwoven geotextile against your tunnel’s specified polymer, puncture performance, substrate and exposure conditions.

A nonwoven geotextile cushions and separates the waterproofing membrane from the receiving surface. The membrane provides the water barrier. Fabric selection depends on the actual substrate, loads, membrane and durability requirements; mass per unit area alone does not establish puncture protection or drainage capacity.
In a conventional sheet-membrane tunnel lining, the geotextile sits against the prepared initial lining and behind the membrane. The detailed arrangement changes with the waterproofing system, drainage strategy and final lining.
The fabric helps distribute contact from the substrate. Remove protruding steel, sharp points and unacceptable surface irregularities first; geotextile is not a substitute for preparing the receiving surface.
Specify compatible materials and fixings so the protection layer remains continuous without placing hard points or tension against the membrane.
If the design relies on in-plane flow, check transmissivity under the specified normal stress and boundary conditions. Normal-to-plane permeability does not prove that the fabric can replace a designed drainage composite.
Concept only, not to scale. Waterstops, drainage outlets, compartments, fixings and joints must follow the selected system design.
A weight designation is useful for identifying a grade, but two fabrics with the same mass can behave differently. Request test methods, directions, conditioning and acceptance values—not only a nominal weight.
| Property / decision | What the submittal should show | Selection implication |
|---|---|---|
| Polymer & manufacture | PET or PP, filament construction and traceable grade. | Match the specified system. Do not substitute PET for a PP requirement without approval. |
| Mass per unit area | Nominal value, tolerance and test method such as ASTM D5261. | Useful for QC; not a stand-alone protection rating. |
| Thickness / compression | Test pressure, thickness and relevant compression behavior. | Compare at the stated conditions rather than an unspecified “thickness”. |
| Index puncture | Method and result, such as ASTM D6241; required minimum. | An index test supports comparison. It is not an allowable point load for the installed membrane. |
| Tensile & elongation | Test method and machine/transverse direction results. | Review handling, continuity and installation requirements together. |
| Hydraulic function | Permittivity or transmissivity as required, with conditions. | Through-thickness flow and in-plane flow are different functions. |
| Durability | Exposure, temperature, design life and relevant evidence. | Check groundwater chemistry and contact with cementitious materials. |
| System protection | Approved trial or performance assessment, where specified. | Use representative roughness, membrane and loading; not GSM alone. |
Jinseed’s published nonwoven product is needle-punched PET continuous-filament geotextile. PET can be a candidate where the project accepts it and the exposure is suitable. It must not be presented as a universal replacement for polypropylene.
For example, Sika’s Sarnafelt NWP-HD is a PP leveling layer listed at 710 g/m². This illustrates a system-specific specification, not a Jinseed equivalence or a universal tunnel minimum. [3]

The report below concerns one submitted PET sample. Use it to understand the available evidence, then agree grade-specific and supplied-lot documentation for your project.
Values shown are the report’s specimen averages: mass by ASTM D5261, wide-width tensile strength by ASTM D4595, and permittivity by ASTM D4491. MD means machine direction; TD means transverse direction. These sample results are not guaranteed minima for every batch or approval of a complete tunnel system.
See the product range and current management-system certificates. Management certification does not replace tunnel material acceptance.
FHWA tunnel guidance emphasizes a suitable, inspected receiving surface for the waterproofing system. The project documents and membrane supplier define the specific smoothness, fixing and installation details. [1]

Record unacceptable projections, exposed steel, loose material and abrupt transitions. Close repairs before the protection layer hides the receiving surface.
Use specified overlaps and fixings. Keep the fabric supported around corners and details without gaps, excessive tension or bunched layers.
Inspect fabric condition and membrane installation. Record seam tests and repairs separately. Protect accepted work during reinforcement and final lining construction.
Use the developed waterproofed perimeter, not the excavation width. Add portals, cross-passages, niches, overlaps and cutting requirements from the actual layout.
Fabric mass = area × g/m² ÷ 1,000
At an illustrative 500 g/m², this equals 1,000 kg of fabric before overlaps, cutting and packaging.
The example is a quantity calculation, not a recommended tunnel grade or a shipping weight. Confirm the selected grade, roll schedule and final loading plan.
No. Its role here is to protect and separate layers. The waterproofing membrane, seams and connection details form the barrier. Any drainage function must be explicitly designed and supported by appropriate hydraulic data.
Weight alone cannot answer that. Compare puncture and compression behavior, substrate roughness, loads, membrane type and exposure with the required acceptance criteria. The published 400 g/m² sample report does not establish suitability for every tunnel.
Only with the responsible designer’s and system supplier’s acceptance of the proposed alternative. Check durability under the actual conditions and the required mechanical and hydraulic properties. A similar weight is not evidence of equivalence.
No. It is an index puncture result for the tested fabric. Protection of the actual membrane depends on the supporting surface, loading, contact geometry and installation. Use system-level assessment or testing where the specification requires it.
Not automatically. Drainage capacity in the plane of the material must be checked under the specified loading and boundary conditions. Permittivity through the fabric is a different property and cannot be used as a direct substitute.
Send the project specification, required polymer, membrane system, test methods and acceptance values, roll requirements, quantity, destination and delivery schedule. Identify whether alternatives are permitted and which approvals are required.
Request a proposed PET grade with the documents needed to review it. Keep required criteria and permitted alternatives visible from the first quotation.
Start your message with “Tunnel protection geotextile”. Send drawings and specifications to info@jinseed-geo.com.
Your inquiry starts a material review. Any substitution, project acceptance and final order remain subject to the agreed specification.
Content reviewed 23 October 2026. Follow the selected waterproofing system and project specification for acceptance.