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Waterproof Hdpe Dam Liners 1mm Thick ISO And SGS

Anhui Zhonglu Engineering Materials Co., Ltd.
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Waterproof Hdpe Dam Liners 1mm Thick ISO And SGS

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Brand Name : zhongloo

Model Number : geomembrane

Certification : ISO,SGS

Place of Origin : China

MOQ : 1000sqm

Price : To be negotiated

Payment Terms : L/C, D/A, D/P, T/T, Western Union, MoneyGram

Supply Ability : 50000sqm per Day

Delivery Time : 5-8 work days

Packaging Details : PP Woven Bags

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Product Introduction

Properties:

High strength,low permeability,chemical corrosion resistance,ultraviolet & sun exposure resistance, oxidation resistance,weather resistance,antimicrobial,erosion resistance.

Application industry or engineering & usage:

1. Environmental protection

2. Water conservancy

3. municipal engineering

4. garden

5. petrochemicals

6. mining

7. traffic facilities

8. agriculture

9. aquiculture

10. seepage,corrosion,leaks control & reinforcement for other facility,leachate collextion

11. temporary container structure,prefabrication of special parts.

Waterproof Hdpe Dam Liners 1mm Thick ISO And SGS

Geomembrane data

Geomembrane
item Specification
Type M0.3 M0.4 M0.5 M0.6 M1.0 M1.5 M2.0 M2.5 M3.0
Vertical Breaking strength(KN/M≥) 3 5 6 8 12 17 18 19 20
Vertical and horizontal tensile elongation at break(% ≥) 100 300 500
Vertical and horizontal right angle tearing strength(N/mm≥) 10 15 20 30 40 80 100 120 150
CBR Bursting strength(KN≥) 1 1.5 2.5 3 4 5 6 7 8

Waterproof Hdpe Dam Liners 1mm Thick ISO And SGS

1) Good physical and mechanic performance
2) High tearing resistance, strong deformation adaptability
3) Puncture-resisting, aging resisting, ultra-violet radiation, oil and salt, and corrosion resistance
4) Good adaptability to high and low temperature, non-toxicity, long service life
5) Good waterproof, drainage, anti-seepage and damp proof effects
6) Complete width and thickness specifications, low cost and easy installation.

Construction Method

1. The slope shall be laid in order from top to bottom. Don't pull it too tight.
2. Tow adjacent longitudinal joints should not be in a horizontal line, should bestaggered more than 1m each other.
3. Longitudinal joints should be more than 1.50m away from the dam foot and bending foot, and should be located on the plane.
4. When the slope is laid, the direction of spreading film should be basically parallel to the slope line.
5. The construction, first of all to use small diameter sand or clay levelingbase, and then laid the geomembrane. The geomembrane should not be stretched too tight, and the part of the soil bured at both ends is corrugated. A transitional layer of about 10cm is laid on the geomembrane with sand or clay.


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