yuxiatugong@163.com
+86 18353494641
Geotextile Installation Step-by-Step Guide
[Feature Report] – This practical guide outlines a clear, field-tested sequence for installing geotextile (woven or nonwoven) in civil, environmental, and hydraulic works. It covers pre-construction checks, on-site handling, overlaps and seams, anchoring, protection layers, repairs, and quality control to help teams deliver durable, compliant installations.
• Review drawings, specs, design intent, and panel layout plans.
• Verify geotextile type, mass per unit area, strength, and permeability against project specifications.
• Assess subgrade: remove roots, debris, sharp objects; grade and compact; shape slopes and transitions.
• Define anchor trench locations and dimensions along crests, toes, and terminations.
• Confirm weather window (low wind, no heavy rain forecast) and site access.
• Prepare equipment and PPE: knives, rollers, sandbags, pins/pegs, sewing kit, safety gear.
• Geotextile rolls (specified width/length), roll tags intact for traceability.
• Temporary ballasting (sandbags) and anchoring pins/pegs or staples.
• Sewing machine/kit with UV-resistant thread (polyester/polypropylene) if seams are specified.
• Measuring tape, markers, chalk line for panel alignment and overlap checks.
• Cutting tools with spare blades; repair patches of matching geotextile.
• Low-ground-pressure equipment for cover placement; hand rollers for smoothing.
• Clear and proof-roll the subgrade; remove protrusions and soft spots; recompact as needed.
• Shape slopes and benches to design grades; construct anchor trenches where required.
• Store rolls on pallets in a dry area; protect from mud, standing water, and prolonged UV exposure.
• Lift rolls with spreader bars or core slings; avoid dragging to prevent damage.
• Plan panel orientation to minimize seams across high-stress areas; run rolls downslope where feasible.
• Mark starting lines and reference points; pre-position sandbags for temporary ballasting in windy conditions.
• Unroll smoothly over the prepared subgrade; avoid wrinkles, bridging, and excessive tension.
• Do not allow equipment traffic directly on exposed geotextile; use boards/mats if access is unavoidable.
• Typical overlaps: 200–300 mm on flats; 300–450 mm on slopes or where subgrade is uneven.
• Place upslope panel over downslope panel to shed water; align fibers/yarns consistently.
• If sewing is specified: use double-thread lockstitch with UV-resistant thread; maintain uniform stitch density.
• Where specified, use pins/pegs or staples at overlaps per design spacing; avoid creating puncture points in high-stress zones.
• Place edges into anchor trenches at crests/toes; backfill and compact per design.
• Use temporary sandbags to control wind uplift until cover material is placed.
• Place specified protective layers (e.g., sand, fine aggregate, or soil) uniformly without dropping from excessive heights.
• Maintain minimum cover thickness as per design; avoid equipment turning or braking on thin cover.
• Where geotextile acts as a separator/filter beneath riprap or gravel, place stone carefully to prevent puncture.
• Cut a rounded-edge patch of matching geotextile to cover the damaged area by at least 150 mm in all directions.
• Secure by sewing or additional overlap and pinning per project requirements; remove and replace severely damaged panels.
• Inspect overlaps, seams, and anchors; verify overlap widths and seam continuity at regular intervals.
• Record roll numbers, panel locations, and installation dates; document any repairs and corrective actions.
• Confirm compliance with specified strength, permeability, and survivability criteria via submittals and field checks.
• Before acceptance, walk the area for wrinkles, exposure, or damage; repair as needed.
• Schedule post-rain inspections on slopes and transitions; monitor settlement and cover integrity.
• Cease placement under high winds or heavy rainfall; re-secure loose panels immediately.
• Use fall protection on steep slopes; ensure safe access/egress routes for crews.
• Manage waste offcuts responsibly; prevent material from entering waterways or drains.
• Wrinkles or bridging: Re-tension panels gently, re-lay from the center outward; add temporary ballast.
• Insufficient overlap: Reposition panels to meet minimums; add a cover strip or sewn seam where specified.
• Surface punctures: Patch with rounded-edge piece; increase care during cover placement.
PRODUCTS
yuxiatugong@163.com
Copyright © 2025 Dezhou Yuxia Geosynthetics Co., LTD
Sitemap
WhatsApp
Phone
E-mail
Comment
(0)