Abstract: A revetment container including series of compartments conjoined to form a line of compartments with each compartment including a first sub-compartment and a second sub-compartment with the two sub-compartments having differing thickness in a direction transverse to the longitudinal direction of the series of compartments and a thinner of the two sub-compartments including one or more tension bearing members to control thickness expansion of the thinner sub-compartment where the bearing member is longer than the unstressed thickness of the thinner sub-compartment and preferentially located in a top half of the height of the thinner sub-compartment. Additionally, a revetment container compartment may be provided with a sub-compartment sized to accept ballistic panels which can quickly be inserted to attain some level of protection. Furthermore a revetment contain compartment may be augmented with the addition of slat armor.

Abstract: A fence includes a wall panel portion having an upper edge and a lower edge, and a plurality of tubular pockets running across the wall panel between the upper edge and the lower edge. The tubular pockets each configured to receive a mounting post. The upper edge and the lower edge can each include a channel in which a draw cord is threaded. The fence can further include an apron portion extending from the lower edge of the wall panel portion. Methods of installing the fence are also provided.

Abstract: A flexible erosion control barrier for an outdoor equipment support pad generally comprises a geosynthetic soil retention barrier with a reinforced attachment area along a side configured to facilitate its attachment about a perimeter of the support pad. The soil retention barrier has an opposing, unjoined portion that extends outward from the side walls of the support pad, such that the soil retention barrier can fold up or down outside the perimeter of the support pad. Flexibility of the geosynthetic material allows a full or partially surrounding skirt to be configured to overlay the ground to re-direct drainage or to form an erosion-resisting corner fold in the ground around the soil under a side corner of the support pad. A strip of material that is more durable than the soil retention barrier material may protect the attachment area from damage after installation.

Abstract: A method for making nonwoven fabric. The nonwoven fabric can include three-dimensional features that define a microzone comprising a first region and a second region. The first and second regions can have a difference in values for an intensive property. The nonwoven further has a plurality of apertures, wherein at least a portion of the aperture abuts at least one of the first region and the second region of the microzone.

Abstract: A multi-axial geogrid possesses a series of interconnected strands or ribs that are arranged along at least two different axes within the plane of the structure. The strands or ribs have an aspect ratio, defined as the ratio of the thickness to width, of greater than 1.0, thickness being the direction normal to the plane of the structure. The geogrid can be manufactured by modifying the process parameters in order to create high aspect ratio ribs, using any of the various known methods for producing geogrids. A reinforced civil engineering structure, and method therefor, is formed by embedding in soil one or more horizontal layers of geogrid having high aspect ratio ribs. The reinforced structure shows improved rutting performance when subjected to vehicular traffic.

Abstract: A fiber block system suitable for controlling erosion and stabilizing soil is described that comprises a fiber block formed of a densely packed natural fibers and having an apron extending therefrom, wherein the apron is formed of the same natural fibers. The fiber block and apron are enclosed in a sleeve of fiber mesh and ties are disposed in the fiber block and connect to the sleeve. The fiber block, mesh, and ties can be made of coir fibers.

Abstract: A sheet of material suitable for roofing or industrial wrapping applications has an anti-skid surface formed by ridges of twisted tapes. The sheet comprises a woven scrim of warp tapes and weft tapes. Some of the tapes are twisted about their longitudinal axis, for example about (25) to (400) revolutions per meter, to form ridges having a height substantially greater than the thickness of the tapes. The ridges impart an anti-skid surface to the sheet. The scrim is bonded to a coating or film to make the sheet waterproof.

Abstract: Crop protection netting for covering trees or other plants for insect or bird exclusion is of a knitted mesh construction, including knit intersections in the netting and connecting yarn portions between the yarn intersections which extend substantially linearly between intersections. The netting is lightweight and stretchable in multiple directions.

Abstract: A sheet manufacturing apparatus includes a defibrating unit configured to defibrate in an atmosphere a raw material that contains a fiber, a mixing unit configured to mix in the atmosphere a defibrated material that the defibrating unit has defibrated and a resin, an accumulating unit configured to accumulate a mixture of the defibrated material and the resin that the mixing unit has mixed, a liquid application unit configured to apply a liquid to a portion of an accumulation of the mixture that the accumulating unit has accumulated, and a heating unit configured to form a sheet by heating the accumulation to which the liquid application unit has applied the liquid.

Abstract: A cellular confinement system for soil, sand or other filler material comprises a number of sub-assemblies each made up of a plurality of interconnected open cells of fabric material. The sub-assemblies are stackable one on top of the other to provide a structure having at least one generally vertical side or end wall. Each sub-assembly comprises a skirt portion which is arranged to overlap between vertically juxtaposed sub-assemblies in use. The skirt portion substantially prevents or minimizes the escape of finer aggregate material from between the stacked sub-assemblies.

Abstract: A sheet manufacturing apparatus is provided with a defibrating unit configured to defibrate a defibration object in the atmosphere, a mixing unit configured to mix additive agents including resin into a defibrated material, a moisture-adjusting unit configured to adjust moisture in a mixture of the defibrated material and the additive agents, and a heating unit configured to heat the moisture-adjusted mixture.

Abstract: A synthetic turf sports flooring product with a performance surface upon which sports can be played. The flooring product is formed from polymer fibers entangled to provide a sports surface layer which provides the performance surface, and substantially all of the polymer fibers of the sports surface layer are locked in position relative to the synthetic turf sports flooring product as a whole by the arrangement of fibers and contact between fibers in the mat. The fibers may be locked in position by entanglement, surface friction between fibers and/or inherent bonding of fibers in the synthetic turf sports flooring product. The product can provide a predictable playing surface which changes little with varying moisture and temperature changes during play, at least in part by avoiding the use of bonding chemicals in its structure. An underlay material of similar construction can be used in conjunction with the playing surface.

Abstract: A method and system for providing an artificial turf edge. In one embodiment, the system includes: a main body portion having a bottom surface, an interior side surface, an exterior side surface and a top surface; an anchoring portion extending downwardly from the bottom surface, wherein the anchoring portion is configured to be driven downwardly into a ground surface to anchor the main body portion to the ground surface; and a plurality of artificial turf blades extending outwardly from the exterior side surface.

Abstract: A geomembrane liner for a containment system including liner panels and connected by a seam at overlapped edges, with the top panel having a conductive lower surface which is non-conductive across the seam. Heat welding of the seams is accomplished by a welder having a heating unit with a projection which interrupts the conductive lower surface of the top panel before forming the seam. Such seams may be used separately or selectively with a lined containment system having a plurality of liner panels covering at least a portion of the containment system bottom. The liner panels have a conductive lower surface and overlap with adjacent panels, and conductive members underlie adjacent panels and contact the conductive lower surface of both adjacent panels to provide an electrical connection between the conductive lower surfaces of the adjacent panels.

Abstract: Embodiments of the invention comprise a system for strengthening a sloped structure such as a berm, basin, levee, or embankment. The comprises first and second opposing sides, the second side being adjacent the sloped structure; a bottom side adjoining bottom edges of the first and second sides, thereby forming a cavity within the first, second, and bottom sides; fill material disposed within the cavity; an impermeable membrane encapsulating at least a portion of the fill material; and a plurality of reinforcing members disposed within the fill material.

Abstract: A preformed swimming pool assembly, including a preformed swimming pool body outer surface and a plurality of stabilizing sheets connected to the preformed swimming pool body outer surface. The stabilizing sheets may be extended away from the preformed swimming pool body for anchoring underground.

Abstract: An open mat system to reinforce turf includes an anchor arrangement to help secure the mat to the turf. The anchor arrangement includes an anchor head embedded in the earth, a cable connected to the anchor head, a cable connector device, and a brace. The cable is inserted into the connector device, which holds the cable against withdrawal from the connector device. The brace includes a receiver, in which the cable connector device is removably oriented in the receiver.

Abstract: A system and method provides for repair/reconstruction of bridge and culvert constructions. Geosynthetically confined soils are used in combination with soil nails. The soil nails provide additional tensile strength below the areas reinforced with the geosynthetically confined soils. The soil nails may include both horizontal and vertical soil nails. Various forms of vertical tensioning support can be provided to include soil nails, micro-piles, sheet piling, and the like. The confined soils are installed at locations under and adjacent to the man made constructions, and can be provided in both symmetrical and asymmetrical configurations. For bridge constructions, the confined soils may be installed at a desired depth under the bridge girders, and under other primary support members of the bridge. Horizontal nails may be installed under and adjacent to the confined soils.

Abstract: Geocells for moderate to low load applications are disclosed here. The geocells have a cell wall thickness of from 0.25 mm to 0.95 mm. They have a wall strength of from 3500 N/m to 15000 N/m.

Abstract: Geocells for moderate to low load applications are disclosed here. The geocells have a cell wall thickness of from 0.25 mm to 0.95 mm. They have a wall strength of from 3500 N/m to 15000 N/m.

Abstract: A ground cover for use as a containment barrier including a geomembrane sheet and a geotextile sheet bonded together by an adhesive layer positioned therebetween. The adhesive layer does not fully cure, remains tacky and has an adhesive strength sufficient to maintain a bond between the geomembrane sheet and the geotextile sheet under normal foot traffic and a release point allowing separation of the geomembrane sheet and the geotextile sheet under shear forces generated by heavier traffic.

Abstract: Strong nonwoven fabrics can be used as a sheet in a silt screen fence or other temporary silt screen barrier. The fabrics can be without reinforcements. Enhanced features of these strong nonwoven fabrics can enable them to be used as a sheet in a silt screen fence or other temporary silt screen barrier without adding additional processing steps. A strong nonwoven fabric without internal or external reinforcement that does not tear easily and has excellent light stability can be used.

Abstract: A geotechnical application including a geotechnical site having a process area sensitive to temperature. A geosynthetic sheet covers the site process area, wherein the geosynthetic sheet includes an ultraviolet (UV) light stabilizer, is substantially impervious to water, and is at least translucent to light. The geosynthetic sheet prevents heat loss to the air which helps to elevate and/or maintain the temperature of the process area.

Abstract: Strong nonwoven fabrics can be used as a sheet in a silt screen fence or other temporary silt screen barrier. The fabrics can be without reinforcements. Enhanced features of these strong nonwoven fabrics can enable them to be used as a sheet in a silt screen fence or other temporary silt screen barrier without adding additional processing steps. A strong nonwoven fabric without internal or external reinforcement that does not tear easily and has excellent light stability can be used.

Abstract: Described herein is a protected container employed to prevent soil erosion. The protected container is a geotextile container having a debris shield disposed thereon. The debris shield protects the integrity of the geotextile container by providing a strike barrier which has air and water flow capabilities. The debris shield is a composite fabric comprising a woven protective layer having abrasion resistance and a woven three-dimensional layer which provides impact dampening and energy dissipation.

Abstract: The present invention relates to a new construction method for swimming pools, surfing pools, body boarding pools, wave pools, water park pools, kayaking and white water rafting courses and pools, wake boarding pools, water skiing pools and jet skiing pools, static surfing simulators, deep water river standing wave attractions. The present invention construction method can also be used in lagoons, ponds, lakes, and rivers. The invention will save construction costs, and save pool construction time.

Abstract: A method for reinforcing an ecological greening fabric, including steps of: forming a trench (2) in an area to be afforested; laying a first ecological fabric (3) on the surface (1) of the area and in the trench (2); refilling a first soil layer (4) in the trench (2) to press the first ecological fabric (3); and fastening a second ecological fabric (5) on the first soil layer (4) to hold the first soil layer (4) by the second ecological fabric (5), so that the first and second ecological fabrics (4) and (5) in the trench (2) and the trench (2) jointly form a bag structure for fixing the first soil layer (4). A structure for reinforcing an ecological greening fabric is also disclosed.

Abstract: An elongated web of flexible material having a covering of excelsior across a portion thereof has an elongated edge portion uncovered. The elongated covered portion is folded over upon itself a number of times, and the elongated uncovered side portion (a tail) are wound upon a roll for utilization after unrolling, as a sediment barrier, properly staked into the ground.

Abstract: Described herein is woven geotextile formed of a plain six-pick weave fabric having an apparent opening size (AOS) of at least 40 as measured in accordance with ASTM International Standard D4751, a water flow rate of at least 35 gpm/ft2 as measured in accordance with ASTM International Standard D4491, a 12% strain at a tensile load of at least 300 lb/in as measured in accordance with ASTM International Standard D4595 in the warp direction, and a 12% strain at a tensile load of at least 270 lb/in in accordance with ASTM International D4595 at 270 lb/in in the fill direction. Also described herein is a reinforced civil structure having a subgrade formed at least partially of soil; a base course; and a woven geotextile disposed between the subgrade and the base course.

Abstract: A geomembrane liner for a containment system including liner panels and connected by a seam at overlapped edges, with the top panel having a conductive lower surface which is non-conductive across the seam. Heat welding of the seams is accomplished by a welder having a heating unit with a projection which interrupts the conductive lower surface of the top panel before forming the seam. Such seams may be used separately or selectively with a lined containment system having a plurality of liner panels covering at least a portion of the containment system bottom. The liner panels have a conductive lower surface and overlap with adjacent panels, and conductive members underlie adjacent panels and contact the conductive lower surface of both adjacent panels to provide an electrical connection between the conductive lower surfaces of the adjacent panels.

Abstract: An apparatus for manufacturing a three-dimensional netted structure, having a pair of opposing chutes located below the mouthpiece along the width direction of the filament assembly and vertical to the thickness direction of the filament assembly, the chutes being inclined so that the distance between each the chute becomes narrower downward and toward the center of the filament assembly, the cooling water is supplied on the surface of the chutes, the cooling water flowing on the chutes receives the filaments in a surface part of the filament assembly to form loops and make the adjacent continuous filaments contact and be entangled with each other, and a surface layer having a higher apparent density and an inner layer having a lower apparent density located inside the surface layer are formed by the conveyor.

Abstract: Tie fastening devices, systems apparatus, and methods of fastening and staking concrete cloth, and landscape and erosion control stabilizer sheets and timbers in place with a drill adapted fastener. The fasteners can elongated with anvil top ends that can be mounted to a drill chuck and lower cutting heads with arrow shaped blades that can raised burr edges for driving into ground surfaces.

Abstract: A reinforced silt retention material with a variable sieve capability is provided for use in soil erosion control applications. The reinforced silt retention material includes a sheet of water permeable filtering material having varying apparent opening sizes at a series of filtering zones defined along the sheet, which allows varying amounts of runoff water to pass through the sheet but resists the passage of silt and debris therethrough. The silt retention material further includes one or more reinforcing elements that provide additional support to the sheet to protect against tearing and/or undue movement of the sheet, as well as provide attachment points for fasteners used to fasten the sheet to support members for proper positioning during erosion control applications.

Abstract: A reinforced silt retention material with a variable sieve capability is provided for use in soil erosion control applications. The reinforced silt retention material includes a sheet of water permeable filtering material having varying apparent opening sizes at a series of filtering zones defined along the sheet, which allows varying amounts of runoff water to pass through the sheet but resists the passage of silt and debris therethrough. The silt retention material further includes one or more reinforcing elements that provide additional support to the sheet to protect against tearing and/or undue movement of the sheet, as well as provide attachment points for fasteners used to fasten the sheet to support members for proper positioning during erosion control applications.

Abstract: Certain exemplary embodiments can provide a system comprising: a first tubular mesh enclosure having a first opposing pair of ends, at least one of said first opposing pair of ends sealed; a first filling surrounded by said first tubular mesh enclosure; a first geogrid wrapped at least partially around said first tubular mesh enclosure.

Abstract: An open mat system to reinforce turf includes an anchor arrangement to help secure the mat to the turf. The anchor arrangement includes an anchor head embedded in the earth, a cable connected to the anchor head, a cable connector device, and a brace. The cable is inserted into the connector device, which holds the cable against withdrawal from the connector device. The brace includes a receiver, in which the cable connector device is removably oriented in the receiver.

Abstract: Systems and methods for providing a barrier are presented. Example embodiments of the disclosed systems protect a selected shoreline or other area from contaminated water. In example embodiments, a support frame is provided and a barrier fabric is attached to the support frame. The support frame is then attached to support poles which have been driven into the earth such that the barrier fabric surrounds the selected area to be protected. Example embodiments of the barrier fabric allow tidal water to flow through the fabric while absorbing the oil and for hindering the oil from passing through. In this way, the selected area is protected from oil contamination.

Abstract: A system and method are provided for increasing the width of an existing roadway. The system incorporates a reverse-oriented retaining wall and soil nail supports. The retaining wall is formed by a first set of soil nails, wire mesh material, and one or more geotextile material layers. An alternate embodiment forms the retaining wall with a plurality of concrete blocks stacked and spaced to form a block wall. The blocks are mounted over the first set of nails. Backfill material fills a gap between the existing sloping surface and the retaining wall. A second set of soil nails can be provided for additional subsurface support. An upper surface of the backfill material can be paved to form the extended roadway width.

Abstract: There is provided a mesh system (2) comprising a mesh sheet (4) and a reinforcing member in the form of a cable (6) coupled to one side of the sheet (4). The cable (6) is coupled to the mesh by wire ties (7). Two lengths (6a) and (6b) of the cable (6) may overlap or be disposed in a mutually adjacent manner. The lengths (6a) and (6b) may be coupled together by U-bolts or crimped bands (9), which may also engage the underlying sheet (4).

Abstract: Disclosed herein are various embodiments of systems related to modular earth retaining wall systems. In one embodiment, among others, a precast retaining wall block configured for assembly into a retaining wall includes a front face portion, a web portion extending outwardly from a rear surface of the front face portion, a rear panel portion, and a geogrid material wrapped around the rear panel portion and extending outwardly from the rear panel portion. The web portion includes a vertical center portion and protrusions extending outwardly from the lower sides of the vertical center portion. The protrusions may be triangular.

Abstract: According to the invention, a security net can be erected in or on water or on the ground and is provided with a net or net-like structure (1) manufactured substantially from wire material, rope material, strand material or plastics material (2). The net (1) is bent together and forms longitudinal flanks (3, 4) and at least one arched region (5). The overlapping longitudinal flanks (3, 4) can be connected together and several stabilizers (8) are associated with the net (1). In cross-section, the net (1) is constructed similarly to a teardrop, with the arched region (5) lying on or at least partially in the water. In this way, a largely double-walled security system is obtained, which is able to intercept impacting objects reliably and moreover gently, because the net and the three-dimensional protective net structure is deformable due to the relative flexibility thereof.

Abstract: Strong nonwoven fabrics can be used as a sheet in a silt screen fence or other temporary silt screen barrier. The fabrics can be without reinforcements. Enhanced features of these strong nonwoven fabrics can enable them to be used as a sheet in a silt screen fence or other temporary silt screen barrier without adding additional processing steps. A strong nonwoven fabric without internal or external reinforcement that does not tear easily and has excellent light stability can be used.

Abstract: An erosion control ballast and soil confinement mat for use in water flow conditions is provided. The mat is made of a non-buoyant, relatively heavy and substantially flexible material with a plurality of pores stamped or pre-cast therein that allow for the inflow of water, the establishment of vegetation growth through the mat, and the in-filling of the pores with supplemental ballast materials such as gravel or soil. The bottom side of the mat has protrusions that extend into the underlying surface to prevent horizontal shifting and confine soil materials and/or another erosion control mat such as an erosion control blanket or turf reinforcement mat, while also preventing migration of the mat itself under high shear force water flow. The top surface of the mat may be provided with flaps that cover the pore openings during periods of strong water flow to prevent excessive water flow from entering the pores and eroding the underlying soil.

Abstract: An open mat system to reinforce turf includes an anchor arrangement to help secure the mat to the turf. The anchor arrangement includes an anchor head embedded in the earth, a cable connected to the anchor head, a cable connector device, and a brace. The cable is inserted into the connector device, which holds the cable against withdrawal from the connector device. The brace includes a receiver, in which the cable connector device is removably oriented in the receiver.

Abstract: A large scale geotextile tube includes a plurality of shelves that extend across the width of the geotextile tube with each shelf formed of a web of geogrid material or geocell material. As one moves from the bottom of the geotextile tube to the top of the geotextile tube, the width of each shelf decreases. The geotextile tube can be surrounded by an envelope formed of geogrid material.

Abstract: An erosion control barrier for installation in a drainage path in a service environment. The erosion control barrier includes a unitary permeable sheet which is bent along a longitudinal axis to provide an upslope side, a downslope side and a longitudinally extending apex. The permeable sheet is constructed of a degradable material so that the erosion control barrier has a design service life in the service environment and a design material life in the service environment. The design material life is longer than the design service life. The permeable sheet is designed to be sufficiently transversely stiff and resilient during the design service life to enable the erosion control barrier to be self-supporting. The permeable sheet is designed to substantially disintegrate within the design material life.

Abstract: A cellular confinement system for soil, sand or other filler material comprises a number of sub-assemblies each made up of a plurality of interconnected open cells of fabric material. The sub-assemblies are stackable one on top of the other to provide a structure having at least one generally vertical side or end wall. Each sub-assembly comprises a skirt portion which is arranged to overlap between vertically juxtaposed sub-assemblies in use. The skirt portion substantially prevents or minimises the escape of finer aggregate material from between the stacked sub-assemblies.

Abstract: A retaining wall system formed from a wire facing unit having an upstanding face section and a rearwardly extending floor section the rear end of which is provided with aligned, transversely extending, openings defined by upstanding U-shaped protuberances. The apertures in the forward portion of a geogrid can be seated over the protuberances and a connector strut interconnects the face section and floor section for providing support therebetween and for securing the geogrid to the floor section. The connector strut includes an elongated rigid rod having a curved first end that extends to a substantially right-angled bend, and a connector rod portion extends from the bend to a second end to secure the geogrid to the floor section.

Abstract: A procedure for making swimming pools and artificial lakes in general includes the following steps: excavation of a tank; preparation of a subgrade by spreading the bottom of the excavation with a layer of sand; then spreading one or more sheets of nonwoven fabric on the inside surface of the excavation, over the layer of the subgrade; placement of a waterproofing layer over the sheet(s) of nonwoven fabric; installation of the equipment needed for proper functioning of the tank, swimming pool, etc; and application of a coating on the inside walls and/or on the bottom and/or around the edge of the tank, with holes or interstitial spaces such to enable water contained inside the tank to come into contact with the sheets, wherein the thrust of the water contained in the tank thus comes to bear on the sheets.

Abstract: A method for producing a safety net, to a safety net, and to the use of such a safety net for protection from avalanches, falling rock or timber, mudslides, earth flows, or for slope protection. In the inventive method, firstly at least a first net element and at least a second net element are individually produced, self-contained, from respectively at least one rope, and are arranged parallel to each other and at a distance apart in a longitudinal direction of the safety net to be formed. Then the two net elements are connected to each other with the aid of at least one connecting rope, wherein the connecting rope is guided between the first and the second net element such that a self-contained connecting net element is obtained.