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US-12618176-B1 - Interlaced geotextile fabric

US12618176B1US 12618176 B1US12618176 B1US 12618176B1US-12618176-B1

Abstract

An interlaced geotextile fabric obtained by inter-weaving at least one set of a warp yarn and at least one set of a weft yarn. More specifically, the interlaced geotextile fabric has an unbalanced twill weave pattern, which is suitably used for soil stabilization. The distinct physical characteristics, size, and denier disparity between weft yarns of the fabric promote hydraulic properties and minimize apparent opening size while offering a stable and durable product upon installation.

Inventors

  • Vishav Rajput
  • Vijay Patel
  • Anurag Shah

Assignees

  • PBR INC.

Dates

Publication Date
20260505
Application Date
20250109

Claims (19)

  1. 1 . An interlaced geotextile fabric, comprises: at least one set of a warp yarn comprising a monofilament yarn; and at least one set of a weft yarn comprising at least one of a fibrillated tape yarn, the monofilament yarn, or a combination thereof, wherein each set of the weft yarn is woven in a same direction at an interval, wherein the fabric has a permittivity of at least 0.7-0.9 sec −1 ; an opening size of at least 400-450 microns; and an interaction coefficient of at least 0.7-1.0.
  2. 2 . The interlaced geotextile fabric as claimed in claim 1 , wherein at least one set of the weft yarn, comprises: a first set of the weft yarn comprising the fibrillated tape yarn; a second set of the weft yarn comprising the monofilament yarn and fibrillated tape yarn; or a combination.
  3. 3 . The interlaced geotextile fabric as claimed in claim 1 , wherein the monofilament yarn and the fibrillated tape yarn are selected from at least one polypropylene, polyester, polyethylene, nylon, and combination.
  4. 4 . The interlaced geotextile fabric as claimed in claim 1 , wherein the monofilament yarn of the warp yarn is in a range of about 90-100 weight % of total weight of the warp yarn.
  5. 5 . The interlaced geotextile fabric as claimed in claim 2 , wherein the fibrillated tape yarn of the first set of the weft yarn is in a range of about 90-100 weight % of total weight of the first set of the weft yarn.
  6. 6 . The interlaced geotextile fabric as claimed in claim 2 , wherein the second set of the weft yarn comprises, the monofilament yarn in a range of about 1-5 weight % of total weight of the second set of the weft yarn; and the fibrillated tape yarn in a range of about 90-98 weight % of total weight of the second set of the weft yarn.
  7. 7 . The interlaced geotextile fabric as claimed in claim 1 , wherein a round cross-section of the monofilament yarn of the warp yarn is in a range of about 1300 to 1500 denier.
  8. 8 . The interlaced geotextile fabric as claimed in claim 1 , wherein the fibrillated tape yarn of the weft yarn has a rectangular cross-section and honeycomb fibrillations, and wherein the fibrillated tape yarn has a linear density in a range of about 5000-7000 denier.
  9. 9 . The interlaced geotextile fabric as claimed in claim 1 , wherein the monofilament yarn of the weft yarn has a rectangular cross-section, and wherein the monofilament yarn has a linear density in a range of about 600 to 800 denier.
  10. 10 . The interlaced geotextile fabric as claimed in claim 1 , wherein at least one of the warp yarn and the weft yarn further comprises at least one additive selected from calcium carbonate, color, linear low density polyethylene (LLDPE), high density polyethylene (HDPE), and UV stabilizer.
  11. 11 . The interlaced geotextile fabric as claimed in claim 1 , wherein each set of the weft yarn is interwoven with the at least one set of the warp yarn such that the interlaced geotextile fabric has a twill weave pattern.
  12. 12 . The interlaced geotextile fabric as claimed in claim 1 , wherein the first set of the weft yarn and the second set of the weft yarn are interwoven in same direction at an interval from fourth to tenth pick interweave.
  13. 13 . The interlaced geotextile fabric as claimed in claim 1 , wherein the first set of the weft yarn and the second set of the weft yarn are interwoven in same direction at an interval from an eighth pick interweave.
  14. 14 . The interlaced geotextile fabric as claimed in claim 12 , wherein at least two of each first to seventh weft pick are the first set of the weft yarn, and at least two of each fourth to tenth weft pick is the second set of the weft yarn.
  15. 15 . The interlaced geotextile fabric as claimed in claim 13 , wherein the first to fourth picks are the first set of the weft yarn, and the fifth to eighth picks are from the second set of the weft yarn.
  16. 16 . The interlaced geotextile fabric as claimed in claim 1 , wherein each set of the weft yarn is woven in floats of the at least one set of the warp yarn.
  17. 17 . The interlaced geotextile fabric as claimed in claim 1 , wherein weaving of the fabric is extended in a direction selected from a warp direction and/or a weft direction.
  18. 18 . The interlaced geotextile fabric as claimed in claim 1 , has a warp yarn density in the warp direction is in a range of about 20 to 35 yarns/inch; and wherein a weft yarn density in the weft direction is in a range of about 8 to 20 yarns/inch.
  19. 19 . The interlaced geotextile fabric as claimed in claim 1 , comprises: a tensile strength in the warp direction is in a range of about 7 to 12 kN/m at 2% elongation and in a range of about 20 to 25 kN/m at 5% elongation; and a tensile strength in the weft direction is in a range of about 12 to 16 kN/m at a 2% elongation and in a range of about 20 to 25 kN/m at 5% elongation.

Description

TECHNICAL FIELD The present disclosure relates to a field of geotextile fabric. More specifically, the present disclosure relates to an interlaced geotextile fabric comprising warp yarn and weft yarn interlaced with each other in a specific weave pattern. BACKGROUND Geotextiles represent a class of synthetic materials designed to provide various engineering functions within civil and environmental projects. These versatile textiles are manufactured from synthetic fibers, such as polyester or polypropylene, and are engineered to withstand the rigors of construction, erosion control, filtration, and drainage applications. Unlike traditional textiles, geotextiles are specifically engineered to possess high tensile strength, durability, and resistance to environmental factors such as UV radiation, chemicals, and biological degradation. Additionally, the geotextile fabric serves as an effective barrier against the intrusion of fine particles while allowing water to pass through, facilitating drainage and preventing the buildup of hydrostatic pressure. Therefore, geotextiles are highly preferred for a wide range of applications, including road construction, embankment stabilization, landfills, coastal protection, agricultural engineering, and environmental projects. The adoption of geotextiles has revolutionized the field of civil engineering, offering sustainable and cost-effective solutions to complex challenges by providing superior soil reinforcement, filtration, and drainage capabilities, geotextiles contribute to the longevity and stability of infrastructure while minimizing environmental impact. Moreover, in light of the rising demand for sustainable construction practices to ensure durability, efficiency, and environmental responsibility, developing suitable geotextiles is poised to play an increasingly vital role in modern engineering projects. Geotextile, an exclusively woven web which can be an interlaced woven or non-woven web of polypropylene or polyester yarns in varied orientations, plays a crucial role in civil engineering applications. Numerous studies have demonstrated that the orientation of yarns significantly impacts the physical and mechanical properties of woven geotextiles. Geotextiles featuring appropriate yarn orientation exhibit enhanced durability, high tensile strength, and minimal elongation, making them favored choices for diverse engineering needs. In the state of the art, there are several extensive studies on the effect of the depth, length, and vertical distance of the geotextile layers on load-bearing capability. However, despite this impressive strength profile, geotextiles often exhibit certain drawbacks. One such drawback is their tendency to have lower water flow rates. This limitation can be a significant concern in applications where efficient drainage or water permeability is essential. When the flow rate of water through the geotextile is markedly slow, it fosters the development of an unstable soil filter cake, potentially leading to the erosion of fine soil particles and consequently compromising the overall soil stability. Moreover, conventional geotextiles tend to feature higher Apparent Opening Size (AOS), thereby allowing relatively larger particles to pass through. However, this also implies a disadvantage that this geotextile is not effective in retaining finer soil particles or preventing erosion or soil stabilization. Furthermore, geotextiles typically exhibit a nominal coefficient of friction with soil. While this may suffice for some applications, it may not provide the optimal level of stability required for stabilizing soft soil and retaining small soil particles. Therefore, there is a long-felt need for developing geotextiles that offer a balanced combination of properties such as coefficient of friction, AOS, and flow rate of water to meet the requirements for stabilizing soft soil effectively, thus providing geotextiles with these desired characteristics. SUMMARY OF THE INVENTION This summary is provided to introduce concepts related to an interlaced geotextile fabric. This summary is not intended to identify essential features of the claimed subject matter, nor it is intended for use in determining or limiting the scope of the disclosed subject matter. In an embodiment, an interlaced geotextile fabric is disclosed. The geotextile fabric comprising warp yarn and weft yarn interlaced with each other in a specific weave pattern making a distinctive structure that yields desirable properties of high tensile modulus, water flow, particle retention, and coefficient of friction between adjacent media and geotextile fabric. In a related embodiment, the interlaced geotextile fabric may comprise at least one set of a warp yarn comprising a monofilament yarn. Further, the interlaced geotextile fabric may comprise at least one set of a weft yarn comprising at least one of a fibrillated tape yarn, the monofilament yarn, or a combination thereof. Further, each set o