Woven geosynthetic fabric

Abstract

A woven geosynthetic fabric is disclosed having a first weft yarn, a second weft yarn, and a stuffer pick woven in the weft direction of the fabric. A warp yarn interweaves the first and second weft yarns and the stuffer pick. The first weft yarn and the second weft yarn having different cross-sectional shapes. At least a portion of the fabric has a plurality of weft yarn sets with stuffer picks respectively disposed and woven between the weft yarn sets. Each weft yarn set has two first weft yarns and two second weft yarns. One of the two first weft yarns is adjacent one of the two second weft yarns and stacked on the other second weft yarn. The adjacent second weft yarn is stacked on the other first weft yarn.

Description

FIELD OF THE INVENTION

The invention relates generally to woven geosynthetic fabrics. More specifically, the present invention is related to a double layer, single weave geotextile fabric having enhanced water flow, particle retention, and apparent opening size properties.

BACKGROUND OF THE INVENTION

Woven polypropylene geosynthetic fabrics are utilized to diminish the flow rate of water and maintain soil retention. Often such fabrics are used to establish a stable base for road ways. Thus, water flow through the fabric and soil retention by the fabric are important attributes. Moreover, the fabric should have sufficient tensile for durability, particularly when the fabric is subjected to loads.

However, water flow rate and soil retention are at odds with fabric strength. Typically, to increase strength, the pores of the fabric are reduced. As a result, the fabric is limited to the amount of water that can pass through the fabric and, as a result, the size of the soil particulates it can retain. If higher flow rates and larger particle size retention are desired, the fabric must yield on strength due to lower fabric density. Accordingly, there is a need for a woven geosynthetic fabric which has improved strength for durability while maintaining relatively high flow rates and particle retention. It is to solving this and other needs the present invention is directed.

SUMMARY OF THE INVENTION

The present invention is directed to a woven geosynthetic fabric comprising a double layer fabric formed from a single weave. The fabric comprises a first weft yarn, a second weft yarn, and a stuffer pick woven in the weft direction of the fabric, and a warp yarn interweaving the first and second weft yarns and the stuffer pick. The first weft yarn and the second weft yarn have different cross-sectional shapes. At least a portion of the fabric has a plurality of weft yarn sets having stuffer picks respectively disposed and woven between the weft yarn sets. Each weft yarn set has two first weft yarns and two second weft yarns. One of the two first weft yarns is adjacent one of the two second weft yarns and stacked on the other second weft yarn. The adjacent second weft yarn is stacked on the other first weft yarn. In addition, the fabric has ridges and valleys in the weft direction.

In one aspect, the first weft yarn is a high modulus tape comprising an admixture of polypropylene and a polypropylene/ethylene copolymer. In another aspect, the fabric has an AOS of at least 35 and water is capable of flowing through the fabric at a rate of at least 30 gallons/min.

BRIEF DESCRIPTION OF THE DRAWING

FIG. 1 is cross-sectional view of a woven geosynthetic fabric in accordance with the present invention.

FIG. 2 is a plot comparing water flow rate and apparent opening size (AOS) of various woven fabrics.

FIG. 3 is a tensile strength/elongation plot comparing a woven geosynthetic fabric of the present invention to a woven fabric made of polypropylene homopolymer.

FIG. 4 is a grain size distribution graph comparing porosity with respect to various soil types of a woven geosynthetic fabric made in accordance with the present invention (RS580i) and two conventional fabrics.

FIG. 5 is a plot comparing pore distribution to diameter of the fabrics of FIG. 4.

DETAILED DESCRIPTION OF THE INVENTION

FIG. 1 illustrates a woven fabric 10 in accordance with the present invention. The fabric 10 includes in the weft or fill direction a first weft yarn 20, a second weft yarn 30, and a stuffer pick 40. The first and second weft yarns 20, 30 and the stuffer pick 40 are interwoven with warp yarn 50. Because of the presence of the stuffer pick 40, ridges 60 and valleys 70 are formed on the respective surfaces of the fabric 10. In another aspect of the invention, yarns 20 and 30 and the stuffer pick 40 can be oriented in the warp direction and yarn 50 can be oriented in the weft direction. Fabrics made in accordance with the present invention can be employed for soil retention and/or stabilization. Uses of the inventive fabric include, but are not limited to, civil engineering projects, for example, such as a base liner for roadways, bridge bases, buildings, walls, and the like. Such applications are generally referred to as civil structures.

First weft yarns 20 and second weft yarn 30 comprise two types of yarns of differing geometrical cross-sectional shapes and are alternated across the fabric 10 in the warp direction as indicated in FIG. 1. First weft yarn 20 is a tape yarn having a rectilinear cross-section with a width greater than its thickness. Typically, first weft yarn 20 comprises a fibrillated tape of about 500 Denier to about 6000 Denier. In one aspect of the invention first weft yarn 20 comprises a fibrillated tape of about 1000 Denier to about 2900 Denier. In another aspect first weft yarn 20 comprises a fibrillated tape of about 1500 Denier. Also, in another aspect first weft yarn 20 comprises a fibrillated tape of about 1400 Denier. Yet, in another aspect first weft yarn 20 comprises a non-fibrillated tape of about 1000 Denier to about 2900 Denier. Still, in another aspect first weft yarn 20 comprises a non-fibrillated tape of about 1500 Denier. Second weft yarn 30 is a monofilament yarn having a different geometrically-shaped cross-section from that of the first weft yarn 20. In one aspect of the invention, second weft yarn 30 has a substantially rounded cross-sectional shape, such as a substantially circular cross-sectional shape as shown in FIG. 1. First weft yarns 20 are “stacked” on second weft yarns 30 and vice versa as illustrated. Further, second weft yarn 30 can be of any shape as long as a gap 80 is maintained between the first and second weft yarns 20, 30 at least at certain points along the fabric in the warp direction. Typically, the second weft yarn 30 is a monofilament yarn of about 400 Denier to about 1600 Denier.

As indicated in FIG. 1, the stuffer pick 40, which is shaded in the drawing for identification purposes only, is systematically woven into the fabric 10. Due to this systematic weaving pattern, the ridges 60 and valleys 70 are formed. In accordance with the present invention, at least a portion of the fabric 10 is woven across the fabric 10 in the warp direction by weft yarn sets 90. Each weft yarn set 90 comprises two first weft yarns 20 and two second weft yarns 30 for a total of four weft yarns per set. Each set comprises one first weft yarn 20 woven in a stacked formation over second weft yarn 30 followed second weft yarn 30 woven in a stacked formation over first weft yarn 20. Stuffer pick 40 is disposed and woven between respective weft yarn sets.

The first and second weft yarns 20, 30 and stuffer pick 40 are woven together with warp yarn 50. Warp yarn 50 comprises a 400 Denier to 1500 Denier monofilament yarn. In one aspect of the invention all yarns used in fabric 10 are made from synthetic polymers. In another aspect of the present invention the yarns are polypropylene and/or a blend of polypropylene. Yet, in another aspect the first weft yarn is a 1400 Denier fibrillated tape having a tenacity of at least 0.75 g/Denier at 1% strain, at least 1.5 g/Denier at 2% strain, and at least 3.75 g/Denier at 5% strain, and made of a composition comprising a melt blended admixture of polypropylene and a polypropylene/ethylene copolymer.

The yarn, monofilament, or tape comprising an admixture of polypropylene and a polypropylene/ethylene copolymer can comprise a polypropylene composition comprising a melt blended admixture of about 94 to about 95% by weight of polypropylene and about 5 to about 6% by weight of a polypropylene/ethylene copolymer. In another aspect, the yarn, monofilament, or tape can comprise an admixture of about 92% to about 95% by weight of polypropylene and about 5% to about 8% by weight of a polypropylene/ethylene copolymer. Further, in one aspect the polypropylene/ethylene copolymer has an ethylene content of about 5% to about 20% by weight of copolymer. In another aspect the polypropylene/ethylene copolymer has an ethylene content of about 8% to about 25%. Also, in another aspect, aspect the polypropylene/ethylene copolymer has an ethylene content of about 5% to about 17% by weight of copolymer. In yet another aspect, aspect the polypropylene/ethylene copolymer has an ethylene content of about 5%, about 6%, about 7%, about 8%, about 9%, about 10%, about 11%, about 12%, about 13%, about 14%, about 15%, about 16%, about 17%, about 18%, about 19%, about 20%, about 21%, about 22%, about 23%, about 24%, or about 25%, or any range therebetween, by weight of copolymer. Still, in another aspect, the polypropylene/ethylene copolymer has an ethylene content of about 16% by weight of copolymer. Such admixture yarn is referred to herein as “high modulus” or “high mod” yarn. The high modulus yarn employed in fabric 10 is described in U.S. patent application Ser. No. 13/085,165 filed Apr. 12, 2011, which is incorporated herein by reference in its entirety. While the density of the fabric will depend on its intended properties and uses, the fabric 10 in the warp direction has a density of 20 to 50 threads/inch, and the fabric 10 in the fill or weft direction has a density of 15 to 40 threads/inch.

In one aspect of the present invention, the monofilament, yarn, tape, or staple fiber is made of a polypropylene composition comprising a melt blended admixture of about 94 to about 95% by weight of polypropylene and about 5 to about 6% by weight of the polypropylene/ethylene copolymer described above, and each has a tenacity of at least 0.6 g/Denier at 1% strain, 0.75 g/Denier at 1% strain, at least 1.5 g/Denier at 2% strain, and at least 3.75 g/Denier at 5% strain. In another aspect such monofilament, yarn, tape, or staple fiber, respectively, has a tenacity of at least 0.9 g/Denier at 1% strain, at least 1.75 g/Denier at 2% strain, and at least 4 g/Denier at 5% strain. Still, in another aspect such monofilament, yarn, tape, or staple fiber respectively has a tenacity of about 1 g/Denier at 1% strain, about 1.95 g/Denier at 2% strain, and about 4.6 g/Denier at 5% strain. Yet, in another aspect of such monofilament, yarn, tape, or staple fiber, respectively, has a tenacity of at least 0.6 g/Denier at 1% strain.

In another aspect of the present invention, the monofilament, yarn, tape, or staple fiber is made of a polypropylene composition comprising a melt blended admixture of about 93% by weight of polypropylene, about 5% by weight of a polypropylene/ethylene copolymer described above, and about 2 wt. % of an additive, and each has a tenacity of at least 0.75 g/Denier at 1% strain, at least 1.5 g/Denier at 2% strain, and at least 3.75 g/Denier at 5% strain. Yet, in another aspect such monofilament, yarn, tape, or staple fiber respectively has a tenacity of at least 0.9 g/Denier at 1% strain, at least 1.75 g/Denier at 2% strain, and at least 4 g/Denier at 5% strain. Still, in another aspect such monofilament, yarn, tape, or staple fiber respectively has a tenacity of about 1 g/Denier at 1% strain, about 1.95 g/Denier at 2% strain, and about 4.6 g/Denier at 5% strain. Yet still, in another aspect of such monofilament, yarn, tape, or staple fiber, respectively, has a tenacity of at least 0.6 g/Denier at 1% strain.

The resulting fabric 10 may be, but does not have to be, subjected to a calendaring process whereby the fabric 10 is subjected to heat and pressure (such as by running the fabric through a set of heated rollers) to compress and/or flatten the yarns and thereby reduce the overall thickness of fabric 10.

The fabric 10 provides open channels 100 through the fabric 10 for water flow. This is due to the different geometrical shapes of the first and second weft yarns 20, 30 forming the fabric 10. More specifically, the substantially circular shape and size of second weft yarns 30 ensure that gap 80 is maintained as previously discussed. Open channels 100 through which water can flow extend between adjacent first and second weft yarns 20, 30 and through the gap 80. With this fabric construction, water is able to flow at a rate between 5-175 gallons per square foot per minute through the fabric 10, as measured by ASTM standard D4491-99A. In another aspect water is able to flow at a rate between about 30 to about 150 gallons per square foot per minute through the fabric 10. Also, in another aspect water is able to flow at a rate between about 40 to about 150 gallons per square foot per minute through the fabric 10. Yet, in another aspect water is able to flow at a rate of at least 30 gallons, at least 35 gallons, at least 40 gallons, at least 45 gallons, at least 50 gallons, at least 55 gallons, at least 60 gallons, at least 65 gallons, at least 70 gallons, at least 75 gallons, at least 80 gallons, at least 90 gallons, at least 95 gallons, at least 100 gallons, at least 105 gallons, at least 110 gallons, at least 120 gallons, at least 125 gallons, at least 130 gallons, at least 135 gallons, at least 140 gallons, at least 145 gallons, or at least 150 gallons per square foot per minute through the fabric 10.

FIG. 2 compares water flow rate through fabric and apparent opening size (AOS) of various woven fabrics. AOS was measured by ASTM D4751. #13 is an inventive fabric employing the high modulus polypropylene/polypropylene copolymer blend discussed above as the first weft yarn 20. This weft yarn was a 11.5 mil, 4600 Denier fibrillated tape. The second weft yarn, warp yarn, and stuffer pick were a 1400 Denier polypropylene monofilament. Fabric construction was 33×20 threads/in.

In one aspect the fabric 10 has an AOS of at least 35. In another aspect the fabric 10 has an AOS of at least 40. Yet, in another aspect, the fabric 10 has an AOS of at least 45.

FIG. 3 illustrates weft direction tensile strength of the inventive fabric using the polypropylene/polypropylene copolymer discussed immediately above. Tensile strength was measured in accordance with ASTM D4595. As shown in the plot, the fabric has a tensile strength in the weft direction of 90 lbs./in. at ½% strain, 160 lbs./in. at 1% strain, 300 lbs./in. at 2% strain, 500 lbs./in. at 4% strain, and 570 lbs./in. at 5% strain. Ultimate elongation in the weft direction is about 5%.

An inventive fabric, designated as RS580i, was compared to conventional polypropylene woven fabrics respectively designated HP370 and HP570. Table 1 provides the construction parameters of the respective fabrics.

TABLE 1
Parameter	HP370	HP570	RS580i
Threads/inch, warp	35	33	33
Threads/inch, weft	10.5	13	22
Yarn Denier, warp	1000	1360	1360
Yarn Type*, warp	monofil-	monofil-	monofilament PP
	ament PP	ament PP
Yarn Denier, weft	3000	4600	4600 & 565+
Yarn Type, weft	fibrillated PP	fibrillated PP	fibrillated PP and
			monofilament PP
Weight, ounces/yd.	8.2	14.0	12.5
Weave Pattern	2 × 2 twill	2 × 2 twill	double layer with
			stuffer pick (see
			FIG. 1)
*PP = polypropylene
+Stuffer Pick

FIG. 4 is a grain size distribution graph and aggregate grading chart for the HP370, HP570, and RS580i fabrics presented in Table 1. The graph provides porometer testing results with respect to various soil types. Specifically, this logarithmic graph shows cumulative percent passing of various particle sizes at various grain sizes, ranging from less than 0.01 millimeter (mm) to about 4 mm. As can be seen from the graph, while RS580i has larger pore openings than HP570, there are a fewer number of such larger openings as compared to HP370 and HP570.

FIG. 5 compares pore distribution with respect to pore diameter of the HP370, HP570, and RS580i fabrics presented in Table 1. The pore test was performed in accordance with ASTM D6767, and the wetting material employed was a silicone oil having a surface tension of 20.1 dynes/centimeter sold under the name SILWICK SILICON FLUID by Porous Materials Inc., Ithaca, N.Y. As can be determined from FIG. 5, inventive fabric RS580i has a much larger number of smaller pores than HP570 for pore sizes less than 270 microns. At larger pore sizes, i.e., above 340 microns, HP570 has a larger number of such pores.

As can be see from FIGS. 2-5, the inventive fabric provides a higher overall flow rate with a higher number of smaller pores. Thus, the higher flow rate can be achieved without an increasing AOS, unlike the conventional fabrics. In addition, FIGS. 2-5 show that the inventive fabric has superior particle retention, higher tensile, and higher liquid flow than the conventional fabrics.

The foregoing is provided for the purpose of illustrating, explaining and describing embodiments of the present invention. Further modifications and adaptations to these embodiments will be apparent to those skilled in the art and may be made without departing from the spirit of the invention or the scope of the following claims.

Claims

1. A woven geosynthetic fabric comprising: a first weft yarn, a second weft yarn, and a stuffer pick woven in the weft direction of the fabric, and a warp yarn interweaving the first and second weft yarns and the stuffer pick;the first weft yarn and the second weft yarn having different cross-sectional shapes;at least a portion of the fabric having a plurality of weft yarn sets having stuffer picks being respectively disposed and woven between the weft yarn sets, each weft yarn set having two first weft yarns and two second weft yarns, one of the two first weft yarns being adjacent one of the two second weft yarns and stacked on the other second weft yarn, the adjacent second weft yarn being stacked on the other first weft yarn, and each weft yarn set being void of a stuffer pick.

2. The fabric of claim 1, further comprising ridges and valleys in the weft direction.

3. The fabric of claim 1, wherein the first weft yarn has a rectilinear cross-sectional shape, and the second weft yarn and the stuffer pick have a substantially rounded cross-sectional shape.

4. The fabric of claim 1, wherein the first weft yarn is a high modulus tape having a tenacity of at least 0.75 g/Denier at 1% strain, at least 1.5 g/Denier at 2% strain, and at least 3.75 g/Denier at 5% strain, and made of a composition comprising a melt blended admixture of polypropylene and a polypropylene/ethylene copolymer.

5. The fabric of claim 4, wherein the polypropylene/ethylene copolymer has an ethylene content of about 8% to about 25% by weight of copolymer.

6. The fabric of claim 1, wherein water is capable of flowing through the fabric at a rate of at least 30 gallons per square foot per minute, has an apparent opening size (AOS) of at least 35, and tensile strength in the weft direction of 90 lbs./in. at ½% strain, 160 lbs./in. at 1% strain, 300 lbs./in. at 2% strain, 500 lbs./in. at 4% strain, and 570 lbs./in. at 5% strain.

7. The fabric of claim 1, wherein the fabric is employed as a base for a civil structure.

8. A civil structure comprising the fabric of claim 1.

9. The civil structure of claim 8, wherein the civil structure is a roadway.

10. The civil structure of claim 8, wherein the civil structure is a wall.

11. A woven geosynthetic fabric comprising: a first weft yarn, a second weft yarn, and a stuffer pick woven in the weft direction of the fabric, and a warp yarn interweaving the first and second weft yarns and the stuffer pick;the first weft yarn and the second weft yarn having different cross-sectional shapes;at least a portion of the fabric having a plurality of weft yarn sets having stuffer picks being respectively disposed and woven between the weft yarn sets, each weft yarn set having two first weft yarns and two second weft yarns, one of the two first weft yarns being adjacent one of the two second weft yarns and stacked on the other second weft yarn, the adjacent second weft yarn being stacked on the other first weft yarn, andthe fabric having an AOS of at least 35 and being capable of having water flow through the fabric of at least 30 gallons per square foot per minute.

12. The fabric of claim 11, wherein the fabric has a tensile strength in the weft direction of 90 lbs./in. at ½% strain, 160 lbs./in. at 1% strain, 300 lbs./in. at 2% strain, 500 lbs./in. at 4% strain, and 570 lbs./in. at 5% strain.

13. The fabric of claim 12, wherein the AOS is at least 40.

14. The fabric of claim 12, wherein the AOS is at least 45.

15. The fabric of claim 12, wherein the water flow is at least 35 gallons per square foot per minute.

16. The fabric of claim 12, wherein the water flow is at least 40 gallons per square foot per minute.

17. The fabric of claim 12, wherein the water flow is at least 45 gallons per square foot per minute.

18. The fabric of claim 12, wherein the water flow is at least 50 gallons per square foot per minute.

19. The fabric of claim 12, wherein the AOS is at least 40 and the water flow is at least 50 gallons per square foot per minute.

20. The fabric of claim 11, wherein the fabric has a tenacity of at least 0.6 grams/Denier at 1% strain.

21. The fabric of claim 11, wherein the fabric has a tenacity of at least 0.75 g/Denier at 1% strain, 1.5 grams/Denier at 2% strain, and at least 3.75 grams/Denier at 5% strain.

22. The fabric of claim 11, wherein the fabric has 90% of the pore sizes being less than 300 microns, 50% of the pore sizes being less than 200 microns, and 10% of the pore sizes being less than 40 microns.

23. The fabric of claim 22, wherein the fabric is capable of having water flow through the fabric of at least 70 gallons per square foot per minute.

24. A civil structure comprising the fabric of claim 12.

25. The civil structure of claim 24, wherein the civil structure is a roadway.

26. The civil structure of claim 24, wherein the civil structure is a wall.

27. A civil structure comprising the fabric of claim 11.

28. The civil structure of claim 27, wherein the civil structure is a roadway.

29. The civil structure of claim 27, wherein the civil structure is a wall.

30. A civil structure comprising the fabric of claim 20.

31. The civil structure of claim 30, wherein the civil structure is a roadway.

32. The civil structure of claim 30, wherein the civil structure is a wall.

33. A civil structure comprising the fabric of claim 21.

34. The civil structure of claim 33, wherein the civil structure is a roadway.

35. The civil structure of claim 33, wherein the civil structure is a wall.

36. A civil structure comprising the fabric of claim 22.

37. The civil structure of claim 36, wherein the civil structure is a roadway.

38. The civil structure of claim 36, wherein the civil structure is a wall.