As we know, the prefix of geotextile, geo, means
earth and the ‘textile’ means fabric. Therefore, according to the definition of
ASTM 4439, the geotextile is defined as follows
"A permeable geosynthetic comprised solely
of textiles. Geotextiles are used with foundation, soil, rock, earth, or any
other geotechnical engineering-related material as an integral part of
human-made project, structure, or system."
and separation." A geotextile should consist of a stable network that retains its relative structure during handling, placement, and long-term service. Other terms that are used by the industry for similar materials and applications are geotextile cloth, agricultural fabric, and geosynthetic.
THE TYPES OF GEOTEXTILE
In general, the vast majority of geotextiles are
made from polypropylene or polyester formed into fabrics as follows:
- Woven monofilament
- Woven multifilament
- Woven slit-film monofilament
- Woven slit-film multifilament
- Nonwoven continuous filament heat bonded
- Nonwoven continuous filament needle-punched
- Nonwoven staple needle-punched
- Nonwoven resin bonded
- Other woven and nonwoven combinations
- Knitted
The four main polymer families most widely used
as the raw material for geotextiles are:
- Polyester
- Polyamide
- Polypropylene
- Polyethylene
The oldest of these is polyethylene, which was
discovered in 1931 in the research laboratories of the ICI. Another group of
polymers with a long production history is the polyamide family, the first of
which was discovered in 1935.The next oldest of the four main polymer families
relevant to geotextile manufacture is polyester which was first announced in
1941.The most recent polymer family relevant to geotextiles to be developed was
polypropylene, which was discovered in 1954. The comparative properties of
these four polymer are shown in very general items in Table,
Here , H: High; M: Medium; L: Low
THE BASIC PROPERTIES OF GEOTEXTILE
The properties of polymer material are affected
by its average molecular weight (MW ) and its statistical distribution.
Increasing the average MW results in increasing:
- tensile strength
- elongation
- impact strength
- stress crack resistance
- heat resistance
- increased impact strength
- decreased stress crack resistance
- decreased processability
- increasing stiffness or hardness
- increasing heat resistance
- increasing tensile strength
- increasing modulus
- increasing chemical resistance
- decreasing diffusive permeability
- decreasing elongation or strain at failure
- decreasing flexibility
- decreasing impact strength
- decreasing stress crack resistance
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By,
MD Shakhawat Hossain
B.sc in Textile Engineer
Executive of Marketing
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References
http://www.engr.utk.edu/mse/Textiles/Geotextiles.htm