Patent Application
20090041544
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The present invention is directed toward geocomposites for use in geotechnical construction sites, and particularly toward geonets usable with geotextiles in forming such geocomposites.
Geotechnical engineering and the usage of geosynthetic materials are very common in today's civil engineering marketplace. One of the most common geosynthetic material available today are drainage products. Drainage products are generally comprised of a geonet or material or a geonet combined with a filtration fabric which may be one of many varieties. These products are used for a broad variety of applications. Common applications include drainage/leachate collection layers in waste storage facilities, leak detection layers in waste storage facilities, the use of a geosynthetic drainage material for gas venting in water and wastewater storage and treatment facilities, the use of geosynthetic drainage layers in roadway, rail and transportation applications and many others. In all of these applications, there are generally two performance factors which determine the suitability of the drainage media. These performance factors are the transmissivity (flow capacity) of the drainage media and the maximum allowable overburden pressure which the drainage media can support and still perform the functions required of it.
Waste collection sites are, of course, one well known type of geotechnical construction site, and are unavoidably required in today's societal structures. Such sites can require large amounts of valuable land, particularly in urban areas where large amounts of waste are generated and, at the same time, land is most in demand. Also, while desirable uses can be made of such lands (for example, golf courses have been built on such sites), such desirable uses typically have to wait until the land is no longer being used for collect further waste and the often high pile of waste has stabilized. While use and stabilization of such sites can take many years, there is nevertheless a desire to have that accomplished as quickly as possible, not only to increase the safety of those who might have to be at the site but also to allow for the desired use of others (for example, golfers) and to enhance the environment of those who live in the area as soon as is reasonably possible.
Toward that end, bioreactor landfills have been used to modify solid waste landfills by re-circulating and injecting leachate/liquid and air to enhance the consolidation of waste and reduce the time required for landfill stabilization. To accomplish this, generally horizontal flow of the leachate/liquid beneath the surface of the landfill is required. In some instances, vertical injection pipes and horizontal pipe fields have often been used to facilitate this leachate/liquid flow. With these structures, geocomposites are commonly provided in spaced layers of the built up land masses. Other masses may use such geocomposites where drainage (e.g., along a highway edge), leachate collection (e.g., at the bottom of a landfill), or gas removal (e.g., under a building slab) are required. Such geocomposites facilitate desired lateral drainage, collection and/or circulation of fluids (including liquids and/or gases) in the land mass. U.S. Pat. No. 6,802,672 discloses one advantageous system directed toward such problems.
It is desirable to provide geotextiles which will allow for large fluid flow rates along the geotextile. However, given the large loads which such geotextiles are subjected to as more and more layers of land mass are piled on top of the layers, compression and/or collapse of the geotextile and result, thereby reducing the flow rate through the geotextile. Further, while additional components, etc. may be added to strengthen the geotextile against collapse, those additional components may themselves block and thereby reduce the flow rate as well.
The present invention is directed toward overcoming one or more of the problems set forth above.
In one aspect of the present invention, a geonet for use in a geotechnical construction site is provided with a length substantially greater than its width. The geonet includes no more than first and second layers of strands, where a first plurality of substantially parallel strands extends in the lengthwise direction and defines the first layer of strands, and a second plurality of substantially parallel strands is disposed on top of the first plurality of strands and defines the second layer of strands, the second plurality of strands being at an angle relative to the first plurality of strands. The first and second plurality of strands are substantially incompressible and secured to one another at crossover locations.
In one form of this aspect of the present invention, at least one of the first and second plurality of strands is substantially round in cross-section.
In another form of this aspect of the present invention, the geonet is stored in a roll having X number of layers with each strand of the first layer of strands being rolled X times.
In still another form of this aspect of the present invention, the first layer of strands is the bottom layer of strands when installed, and strands of the first plurality of strands are substantially round in cross-section.
In yet another form of this aspect of the present invention, the strands of the second plurality of substantially parallel strands are at an angle of 45° to 70° relative to the first plurality of strands.
According to another form of this aspect of the present invention, the strands are polyethylene (PE).
In another aspect of the present invention, a geocomposite for use in a geotechnical construction site is provided, including a geonet having a length substantially greater than its width, and with no more than first and second layers of strands. A first plurality of substantially parallel strands extends in the lengthwise direction and defines the first layer of strands, and a second plurality of substantially parallel strands disposed on top of the first plurality of strands defines the second layer of strands. The second plurality of strands is at an angle relative to the first plurality of strands, and the first and second plurality of strands are substantially incompressible and secured to one another at crossover locations. A geotextile is bonded to at least one side of the geonet.
In one form of this aspect of the present invention, at least one of the first and second plurality of strands is substantially round in cross-section.
In another form of this aspect of the present invention, both of the first and second plurality of strands are substantially round in cross-section.
In yet another form of this aspect of the present invention, the geotextile is non-woven textile laminated to the outer faces of the layers of strands. In a further form, the strands are polyethylene (PE) and, in another form, the geotextile is non-woven needlepunched textile laminated to strands on both sides of the geonet.
In still another form of this aspect of the present invention, the geocomposite is stored in a roll having X number of layers with each strand of the first layer of strands being rolled X times.
In another form of this aspect of the present invention, the geotextile is spun-bonded or needlepunched non-woven textile laminated to strands on both sides of the geonet.
In still another aspect of the present invention, a landfill includes alternating layers of fill and geocomposites, with the geocomposites each disposed beneath a layer of fill to facilitate draining of liquid from the landfill. The geonet has a length substantially greater than its width with a geotextile bonded to at least one side. The geonet has no more than first and second layers of strands, where a first plurality of substantially parallel strands extends in the lengthwise direction and defines the first layer of strands, and a second plurality of substantially parallel strands is disposed on top of the first plurality of strands and defines the second layer of strands. The second plurality of strands are at an angle relative to the first plurality of strands, and the first and second plurality of strands are substantially incompressible and secured to one another at crossover locations.
In one form of this aspect of the present invention, at least one of the first and second plurality of strands is substantially round in cross-section.
In another form of this aspect of the present invention, the strands are polyethylene (PE).
In yet another aspect of the present invention, a method of making a geonet for use in a geotechnical construction site includes first providing a mold for extruded material. The mold includes a first mold member having an outer boundary cylindrical about an axis and defining a first plurality of strand defining openings open at the outer boundary and spaced around the outer boundary, and a second mold member concentric with the first mold member and having a cylindrical inner boundary defining a second plurality of strand defining openings open at the inner boundary and spaced around the inner boundary. Further to the method, extruded material is forced through the first and second plurality of strand defining openings while one of the first and second mold members is stationary and the other of the first and second mold members rotates to define a cylindrical net with the strands defined by the openings of the one of the first and second mold members each extending substantially parallel to the axis and the strands defined by the openings of the other of the first and second mold members spiraling around the cylindrical net. According to the method, the strands defined by the other of the first and second mold members are then cut along a line substantially parallel to the axis, the cut cylindrical net is flattened to generally orient the strands in a plane, and the flattened net is rolled whereby the strands defined by the one of the first and second mold members are coiled.
In one form of this aspect of the present invention, the openings of the first plurality of openings are open to openings of the second plurality of openings when the openings of the first and second plurality of openings are aligned along a radius of the axis during relative rotation of the first and second mold members.
In another form of this aspect of the present invention, one of the first and second plurality of openings is substantially rectangular in cross-section.
In still another form of this aspect of the present invention, the other of the first and second mold members rotates at a rate whereby the strands molded thereby are at an angle of 45° to 70° relative to the strands molded by the one of the first and second mold members.
In yet another aspect of the present invention, a method of making a landfill includes alternating layers of fill and geonets so that the geonets are each disposed beneath a layer of fill to facilitate draining of liquid from the landfill. The method includes rolling a geonet made according to the previously described aspect of the invention beneath each layer of landfill in the direction of expected drainage flow.
One embodiment of a geonet 12 according to the present invention is shown in
It should be understood that as used herein, “substantially incompressible” is meant to refer to materials such as HDPE which, though susceptible to bending, breaking, fracture and/or creep, does not appreciably compress in the vertical direction when vertical forces are applied.
At their overlapping intersection, the strands 14a, 14b are suitably secured together whereby a relatively rigid geonet 12 is provided in the plane of the geonet 12 (i.e., the geonet 12 is substantially rigid against compressive forces directed along the plane of the geonet 12, while still providing some flexibility for bending when laid on uneven ground).
In accordance with this embodiment, the lower set of strands 14a of the geonet 12 are substantially round in cross-section with connected areas 24 at the overlapping intersections. Such a cross-section provides a reduced risk of failure due to the strands 14a laying or folding over due to the pressures encountered in use. Advantageously, the diameter of the strands 14a, 14b may, for a given design use, be substantially the same as the longer dimension of the prior art flat strands.
A geocomposite 28 incorporating the geonet 12 of
A second embodiment of a geonet 12 according to the present invention is shown in
The geonet 12′ consists of substantially incompressible longitudinal strands 14′ (e.g., formed of polyethylene [PE], including but not limited to high density polyethylene [HDPE]), including a lower set of a plurality of substantially parallel strands 14a′ and an upper set of a plurality of substantially parallel strands 14b′. Advantageously, one set of strands 14a′ extends parallel to the longitudinal direction of the geonet 12′, and the other set of strands 14b′ is at an angle of 45° to 70° (advantageously 60°) relative to the longitudinal strands 14a′ so that a crisscrossed grid 20′ is formed (see
At their overlapping intersection, the strands 14a′, 14b′ are suitably secured together whereby a relatively rigid geonet 12′ is provided in the plane of the geonet 12′ (i.e., the geonet 12′ is substantially rigid against compressive forces directed along the plane of the geonet 12′, while still providing some flexibility for bending when laid on uneven ground).
In accordance with this embodiment, both the lower and upper sets of strands 14a′, 14b′ are substantially rectangular in cross-section with connected areas 24′ at the overlapping intersections. Advantageously, the height of the strands 14a′, 14b′ may, for a given design use, be substantially the same as the longer dimension of the prior art flat strands.
A geocomposite 28′ incorporating the geonet 12′ of the
As generally illustrated in
Fill 92a will then be placed on top of the geocomposite 28a to a desired depth such as is known in the art, and then a second layer of geocomposites 28b is then laid down on that area in the orientation of expected fluid flow for that layer. Further layers of fill 92b-92e and geocomposites 28c-28e are similarly added according to the design of the landfill 90. As is known to those skilled in the art, geocomposites 28a-28e such as illustrated may be used to facilitate fluid flow through the landfill 90. Moreover, other structures, such as pumps and vertical and horizontal pipes, may also be used in conjunction with such geocomposites 28a-28e if desired to intentionally circulate leachate through the landfill and thereby facilitate stabilization of the landfill 90 so that it may thereafter be returned to other productive uses more quickly. Further, geocomposites 28 only about 0.200 inch thick may be used, for example, in place of twelve inch layers of sand and aggregate, thereby requiring much less height and concomitantly having less environmental impact and/or allowing for more fill (e.g., waste in a landfill).
It has been found that desired high transmissivities may be provided by geonets having the strands configured according to the present invention, with transmissivities maintained in the direction of the bottom strands 14a, 14a′ under the wide range of conditions which may be encountered (including interface, gradient, seat time and pressure). Moreover, this configuration allows for extremely high flow rates while at the same time using a very low weight per unit are of the material for such geonets 12, 12′. For example, at higher pressures such as 10,000 pounds per square foot, such as may be encountered in site designs involving several hundred thousand to over a million square feet and projected overburden heights of zero to over two hundred feet, significantly greater fluid flow along the generally horizontal geonet 12 may be provided, and/or significantly less geonet materials may be used, than with geonets not embodying the present invention. Thus, geocomposites 28 such as described herein may be advantageously used particularly in large landfills where they are subjected to high pressures over long periods of time. However, it should further be understood that geonets 12 and geocomposites 28 according to the present invention, though advantageously usable in geotechnical construction sites such as landfills 90 as described above, may also be advantageously usable in a wide variety of geotechnical construction sites, including not only common horizontal orientations facilitating drainage over a site but also vertical orientations such as in mechanically stabilized earth walls.
Still other aspects, objects, and advantages of the present invention can be obtained from a study of the specification, the drawings, and the appended claims. It should be understood, however, that the present invention could be used in alternate forms where less than all of the objects and advantages of the present invention and preferred embodiment as described above would be obtained.
