A needle-punched nonwoven pad drains beautifully but stretches 60% and lets a loaded dump truck punch through a saturated clay subgrade; a plastic mesh grid grabs aggregate but cannot keep fine silt out of the crushed-stone base. The Woven Geotextile — Woven Geotextile PP Polypropylene Propylene Polyethylene Flat Yarn 100-400g/m2 20-15 to 100-70 KN/m 1-8m Wide Separation Stabilization Reinforcement Filtration Road Railway Dam Harbor Soft Soil Foundation HC Geosynthetic hcgeosynthetic.com is the HC Geosynthetic (hcgeosynthetic.com, blown-film/weaving lines, PP flat-yarn loom construction, smooth+textured HDPE geomembrane sibling) answer that stays in the woven lane on purpose: two sets of parallel PP flat yarns interlaced on a loom, 100–400 g/m², MD/TD break 20-15 to 100-70 KN/m, 1–8 m wide, low elongation (~25%), and the four-function job of separation + stabilization + reinforcement + slow filtration. But why does a slit-film woven beat nonwoven on a haul road over peat, how does 100-70 KN/m MD strength spread wheel load so the aggregate does not rut, and what makes the flat-yarn weave the real spec—not the 200 g/m² weight? Below is the full breakdown for road engineers, railway embankment planners, dam-coast contractors, and HC Geosynthetic distributors evaluating a fabric whose real spec is “PP flat-yarn woven, 100–400 g/m², 20-15→100-70 KN/m, 1–8 m, low elong, HC,” not “landscape fabric” in a garden search.
Why this is a PP flat-yarn woven geotextile, not a needle-punched nonwoven pad
The Woven Geotextile — Woven Geotextile PP Polypropylene Propylene Polyethylene Flat Yarn 100-400g/m2 20-15 to 100-70 KN/m 1-8m Wide Separation Stabilization Reinforcement Filtration Road Railway Dam Harbor Soft Soil Foundation HC Geosynthetic hcgeosynthetic.com rests on five reconciled facts—flat-yarn woven vs needle-punched nonwoven load path, low elongation vs high stretch, 20-15→100-70 KN/m grade band vs GSM-only nonwoven spec, 1–8 m panel width vs felt roll, and HC Geosynthetic extrude-slit-weave closure:
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Interlaced Flat Yarn Carries Tensile Load; Needle-Punched Fibre Web Flows. A nonwoven pad is random PP fibre locked by barbs—high permittivity, high elongation (50%+), low wide-width tensile (often <20 KN/m) . A woven geotextile interlaces warp (MD) and weft (TD) PP flat yarns on a loom so the load transfers yarn-to-yarn; MD break runs 20→100 KN/m, TD 15→70 KN/m, elongation capped ~25% . The HC node line “made of polypropylene and propylene-polyethylene flat yarns as raw materials and consists of at least two sets of parallel yarns (or flat yarns)” is the load-path statement: woven is chosen because the fabric must act as a tension membrane over soft ground, not a drainage felt. For an AASHTO M288 Class 2 separation spec the survivability numbers come from wide-width tensile (ASTM D4595), not GSM.
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Low ~25% Elongation Is The Haul-Road Number, Not A Defect. A nonwoven under a wheel load stretches, conforms, and lets the aggregate punch into the clay; a flat-yarn woven at <25% elongation holds dimension, spreads the load to a 3× footprint, and stops the 10 cm crushed-stone layer from disappearing into peat . The HC/industry spec “Elongation Rate % ≤ 28 (typical ~25)” is the reason road-base specs mandate woven for separation/stabilization—same logic as the prior geomembrane article where textured face (not thickness) was the slope axis, here elongation (not weight) is the structural axis.
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20-15 To 100-70 KN/m Grade Band Covers Driveway To Railway Embankment From One Loom. A 20-15 grade (MD 20 / TD 15 KN/m, ~120 g/m²) stabilizes a parking yard; a 100-70 grade (MD 100 / TD 70 KN/m, ~400 g/m²) reinforces a railway embankment on soft marine clay . The long-tail “20-15 to 100-70 KN/m” is the grade-statement; 100–400 g/m² is just the areal density that tracks the grade. Specifying by KN/m (ASTM D4632 grab / D4595 wide-width) beats specifying by GSM, the same way micron band beat roll length on the Orchid PVC article.
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1–8 m Width Cuts Seams On A 7 m Pavement Bay. A nonwoven rolls at 3–5 m and doubles seam count on a highway lane; the HC woven slices to 1–8 m (common 4 / 5.8 / 7 m) so a 7 m road bay lays in one panel, seam only at roll end . The node “width max 6–8 m, length as client request” is the lay-statement: fewer seams = fewer failure planes under traffic.
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HC Geosynthetic Closes The Woven PO. HC Geosynthetic (hcgeosynthetic.com, PP flat-yarn extrusion + slitting + loom weaving + ultrasonic slit-edge, 100–400 g/m², 20-15→100-70 KN/m, 1–8 m, pairs with HDPE geomembrane and nonwoven for composite cell systems) makes the roll and ships it core-wound . For a SE-Asia highway contractor the path is: pick 50-35 grade (MD 50 / TD 35 KN/m, 240 g/m²) × 7 m wide × 150 m roll → HC extrudes PP flat yarn → weaves → ultrasonically slits edge → rolls → FOB Ningbo. One PO covers woven (separation) + nonwoven (filter) + HDPE (seal) for a full road-section lining. Same closure logic as prior industrial-supplier articles, translated to geotextile weaving.
HC Geosynthetic / hcgeosynthetic.com supply context
From the node (/materials/woven-geotextile/, hcgeosynthetic.com) + industry flat-yarn PP woven norm (GB/T 17690, AASHTO M288, ASTM D4595/D4632/D4491) :
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Maker: HC Geosynthetic
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Site: hcgeosynthetic.com
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Product: Woven Geotextile
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Material: Polypropylene (PP) + propylene-polyethylene flat yarn, two sets parallel warp/weft
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Weight: 100–400 g/m² (120 / 160 / 200 / 240 / 280 / 340 / 400 g/m² steps)
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Grade (MD/TD break KN/m): 20-15, 30-22, 40-28, 50-35, 60-42, 80-56, 100-70
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Elongation: ≤28% (typical ~25%)
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Trapezoid tear: 0.17–0.72 KN (MD), rises with grade
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CBR burst: 1.2–7.5 KN
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Permeability: 10⁻¹–10⁻⁴ cm/s (vertical), O₉₀ 0.07–0.5 mm
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Width: 1–8 m (4 / 5.8 / 7 m common)
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Length: Per client (50–210 m/roll typical)
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Functions: Separation, stabilization, reinforcement, filtration (slow), weed suppression in agriculture
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Use: Road/subgrade, railway embankment, dam slope, harbor soft-soil foundation, river coast, landfill cell base, aquaculture pond separator, agricultural weed mat
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URL:
Key characteristics and application scope
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Product Name: Woven geotextile
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Resolved family: Woven Geotextile PP Flat-Yarn (slit-film)
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Alternate Terms: HC Geosynthetic PP woven geotextile 100-400g/m2 20-15 to 100-70 KN/m 1-8m wide soft soil stabilization fabric, polypropylene flat yarn woven geotextile for road railway dam harbor separation reinforcement, hcgeosynthetic.com slit-film woven geotextile AASHTO M288 Class 2
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Fabric class: PP flat-yarn woven geotextile (not needle-punched PP nonwoven, not PET monofilament woven, not plastic mesh grid)
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Core Applications:
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Highway/unpaved road subgrade — 50-35 or 80-56 grade, 7 m wide, separates clay subgrade from crushed-stone base, cuts rutting 40%
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Railway embankment on soft clay — 100-70 grade under ballast, distributes train axle load, stops mud pumping
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Dam slope / harbor reclamation — 60-42 grade, separates fill from soft marine foundation, pairs with nonwoven filter
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Agricultural weed mat — 100–120 g/m² black woven, permeable, suppresses grass under drip line
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Non-use cases: French drain core wrap (use nonwoven for high permittivity), geomembrane cushion on sharp rock (nonwoven punctures better), potable-water contact without food-grade PP cert
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Companion logic: Same HC PO pairs woven (separation) + nonwoven (filtration) + HDPE geomembrane (seal) for cell-base composite.
Application logic by buyer type
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Road Engineer (EU bypass, 9 km): 50-35 grade × 7 m × 150 m, AASHTO M288 Class 2, FOB Ningbo 30 d, one panel per lane bay.
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Railway Contractor (Africa corridor): 100-70 grade × 5.8 m, ballast/subgrade separation, mud-pump control.
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Dam Builder (SE Asia irrigation): 60-42 grade slope separator, nonwoven 300 g/m² over it for filter, HDPE 1.5 mm below for seepage cut.
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Farm Operator (AU orchard): 100 g/m² black woven weed mat, 4 m wide, 200 m roll, drip-line permeable.
Procurement and spec checklist
When specifying Woven Geotextile — Woven Geotextile PP Polypropylene Propylene Polyethylene Flat Yarn 100-400g/m2 20-15 to 100-70 KN/m 1-8m Wide Separation Stabilization Reinforcement Filtration Road Railway Dam Harbor Soft Soil Foundation HC Geosynthetic hcgeosynthetic.com:
✅ Yarn — PP flat yarn (propylene-polyethylene blend), virgin resin preferred, UV stabilized optional.
✅ Weave — two sets parallel warp/weft interlaced, not knitted, not nonwoven.
✅ Grade — specify MD/TD break KN/m (20-15 … 100-70), not GSM alone.
✅ Weight — 100–400 g/m² tracks grade (120 g≈20-15, 400 g≈100-70).
✅ Elongation — ≤28% (typical ~25%) at break.
✅ Width — 1–8 m, length per client, ultrasonic slit edge.
✅ Functions — separation + stabilization + reinforcement primary; filtration secondary (O₉₀ 0.07–0.5 mm).
✅ Maker — HC Geosynthetic, hcgeosynthetic.com, AASHTO M288 / GB/T 17690 class, FOB Shanghai/Ningbo.
Conclusion: The yarn carries the load, the weave holds the soil, the grade is the spec
The Woven Geotextile — Woven Geotextile PP Polypropylene Propylene Polyethylene Flat Yarn 100-400g/m2 20-15 to 100-70 KN/m 1-8m Wide Separation Stabilization Reinforcement Filtration Road Railway Dam Harbor Soft Soil Foundation HC Geosynthetic hcgeosynthetic.com is not a needle-punched nonwoven pad that stretches and pumps mud and not a plastic mesh that cannot keep silt out of the base. It is the HC Geosynthetic flat-yarn answer: PP/propylene-polyethylene slit-film yarns extruded, stretched, and interlaced warp×weft so MD strength runs 20→100 KN/m and elongation stays ≤28%, 100–400 g/m² tracking the grade, 1–8 m width to lay a 7 m pavement bay in one panel, and the four-function job—separation of clay/subgrade from aggregate, stabilization of soft ground under wheel load, reinforcement of embankment fill, and slow filtration (O₉₀ 0.07–0.5 mm, 10⁻¹–10⁻⁴ cm/s) where water must weep but fines must not migrate. Made by HC Geosynthetic (hcgeosynthetic.com, PP flat-yarn extrude-slit-loom line, pairs with HDPE geomembrane and nonwoven geotextile) beside the blown-film liner from the prior article. Its metric is “PP flat-yarn woven, 100–400 g/m², 20-15→100-70 KN/m, 1–8 m, low elong, HC,” not “weed barrier” in a nursery autocomplete.
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