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300gsm High-Quality White Polyprolylene Nonwoven Geotextile For Road Construction Landfill Of Garbage

Categories Polypropylene Nonwoven Geotextile
Brand Name: SZ
Model Number: SZGT
Certification: CE,ISO
Place of Origin: CHINA
MOQ: 100000 Sqaure Meter
Price: $0.3-$2.0/SQM
Payment Terms: L/C,T/T
Supply Ability: 20000 Square meter per day
Delivery Time: 5 -8 days
Packaging Details: By roll, paper pipe + black PE shrinkage membrane + woven bag ( waterproof & UV resistance)
Product Name: White Polyprolylene Nonwoven Geotextile
Application: Road Construction Landfill Of Garbage
Function: Filtration Layer In Drainage
Geotextile Type: Non Woven
Color: White or Black
Material: PP(polypropylene)
Weight: 300g/sqm
Thickness: 0.5-2.5 mm
Width: 1-6 m
Length: 50-100 m
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300gsm High-Quality White Polyprolylene Nonwoven Geotextile For Road Construction Landfill Of Garbage

300gsm High-Quality White Polyprolylene Nonwoven Geotextile For Road Construction Landfill Of Garbage


Staple needle-punched geotextile is made of PP or PET staple fiber as the main raw material and produced by non-woven technology, with functions of isolation, filtration, drainage, reinforcement, protection and maintenance.

Product features:

Good flexibility, corrosion resistance, acid and alkali resistance, oxidation resistance;And has the good water permeability, the filtration and the isolation performance, the construction is convenient.

Product specifications:

120 g/m2 ~ 1500 g/m2;Width 1-8 meters, length according to customer demand.

Polypropylene Nonwoven Geotextile Application Range:

Negotiation contact


Cathy


Yixing Shenzhou Earth Working Materials Co.,Ltd

( SHENZHOU GEOSYNTHETICS)

Add.: No.5 XinBei Road, Xinzhuang Industry Park, Yixing City, Jiangsu Province,China.

Post Code: 214221


M / WhatsApp/Wechat:+ 86 139 0153 8890

T:+ 0086-0510-8759 8866


E: cathy@geogrid-cn.com

W: www.geogrid-cn.com


Polypropylene Geotextile Maintenance Cycle and Checklist


1. General maintenance cycle (applicable to most common scenarios)

Maintenance phaseInspection frequencyKey inspection purpose
Construction period (from paving to covering)Daily + comprehensive inspection before coveringPrevent damage during installation and substandard splicing
Initial operation period (within 1 year)Every 3 monthspromptly detect cover loss and early damage
Mid-term operation period (1-5 years)Every 6 monthsmonitor for signs of aging and changes in permeability
Late-stage operation (5+ years)Every 3 monthsPrevent accelerated aging and expansion of local damage
Special environments (acidic/alkaline/high temperature/open air)Once every 1-2 monthsFocus on checking corrosion and ultraviolet damage

II. Scenario-Specific Inspection Checklist


1. Highway/Railway Roadbed Scenario
Visual Inspection: Check for new cracks, subsidence, and subsidence in the roadbed slopes.
Key Items: Inspect the geotextile for uneven stress, localized bulging, and cracks at the joints.
Remediation Requirements: Grout cracks promptly if discovered. Slope collapses require backfilling with cover soil. Damaged areas should be patched and hot-melt repaired.


2. Water Conservancy Project (Dyke/Underwater) Scenario
Visual Inspection: Check for erosion in the dyke slopes and for silt accumulation in the underwater areas.
Key Items: Inspect the geotextile for blockage and for tears or entanglement in the underwater areas.
Remediation Requirements: Clean silt and floating debris, apply a protective layer to eroded areas, and repair damaged areas with a special underwater adhesive.


3. Landfill Scenario
Visual Inspection: Check for damage to the cover layer and for unobstructed leachate collection pipes. Key Items: Inspect the geotextile for contact with chemical wastewater and for swelling, discoloration, or damage.

Remedy: Repair damaged areas of the cover layer and clear the leachate pipes. Localized corrosion and damage require the entire geotextile to be replaced.


4. Landscaping/Drainage Layer Scenario
Appearance Inspection: Check for soil loss and surface water accumulation.

Key Items: Check for exposed geotextiles and for drainage holes blocked by soil or roots.

Remedy: Refill with soil, clean blocked drainage holes, and promptly cover exposed areas with soil or mulch.


5. Acid/Alkali/Chemical Corrosion Scenario
Appearance Inspection: Check for discoloration, brittleness, or cracking in the geotextile.

Key Items: Inspect for localized corrosion holes and debonding at joints.

Remedy: Regularly sample and test for corrosion resistance. Replace modified, corrosion-resistant geotextiles if signs of aging are present.


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