Fine-grained fill reinforcing apparatus and method

Hydraulic and earth engineering – Earth treatment or control – Rock or earth bolt or anchor

Reexamination Certificate

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C405S284000, C405S302400

Reexamination Certificate

active

07314336

ABSTRACT:
A geosynthetic reinforcement comprising a container formed of semipermeable material mutually conformed with a portion of earthen material contained therein. A structural member such as a geogrid may engage (e.g. frictional) the container and extend therefrom to engage and support a structure such as a retaining wall, earthen slope, etc. Accordingly, the container may function as an anchor to the structure. Due to the containment provided by the container, the physical characteristics of the earthen material therewithin become less important. Thus, low quality fills such as fine-grained fill or fill with a high moisture content may be used in structural applications. If desired, more than one container and structural member may be incorporated. Containers may be stacked, positioned side-by-side, positioned end-to-end, etc. Structural members may be incorporated as needed to adequate support the structure. Drain layers may be incorporated to control moisture. In some cases, containers may comprise geotextile tubes.

REFERENCES:
patent: 3957098 (1976-05-01), Hepworth et al.
patent: 5139369 (1992-08-01), Jaecklin
patent: 5553972 (1996-09-01), Bergeron et al.
patent: 5669732 (1997-09-01), Truitt
patent: 5697736 (1997-12-01), Veazey et al.
patent: 5800095 (1998-09-01), Egan
patent: 5816749 (1998-10-01), Bailey, II
patent: 5902070 (1999-05-01), Bradley
patent: 5911539 (1999-06-01), Egan et al.
patent: 5934027 (1999-08-01), Khalili
patent: 6056438 (2000-05-01), Bradley
patent: 6056479 (2000-05-01), Stevenson et al.
patent: 6481928 (2002-11-01), Doolaege
patent: 6494009 (2002-12-01), Kang
patent: 6623214 (2003-09-01), Hauske et al.
patent: 6626611 (2003-09-01), Winters et al.
patent: 6641329 (2003-11-01), Clement
patent: 6736568 (2004-05-01), Pugh et al.
patent: 6905289 (2005-06-01), Sanguinetti
patent: 7097390 (2006-08-01), Moss
patent: 2002/0021944 (2002-02-01), Winters et al.
patent: 2005/0005566 (2005-01-01), Kim
patent: 38 39 094 (1989-06-01), None
patent: 04118419 (1992-04-01), None
patent: 08020950 (1996-01-01), None
patent: WO 87/01148 (1987-02-01), None
patent: WO 03/064774 (2003-08-01), None
Terram, “Reinforced Slopes,” http://www.terram.com/reinforcement.html, Apr. 20, 2005, pp. 1-4.
Ace Geosynthetics, “Geogrid Application,” http://www.geoace.com/application—geogrid—ex.htm, Apr. 20, 2005, pp. 1-5.
James P. Sale et al., “Membrane Encapsulated Soil Layes,” http://www.pubs.asce.org/WWWdisplay.cgi?7300233, Apr. 20, 2005, pp. 1-2.
Tenax, “Drainage of road bases,” http://www.tenax.net/geosynthetics/drainage/road—bases.htm, Feb. 24, 2005, pp. 1-2.
Tensar Earth Technologies, Inc., “Mesa Retaining Wall Systems,” http://www.tensarcorp.com/index.asp?id=100, Feb. 24, 2005, pp. 1-2.
Druxel University, Geosynthetic Applications, http://www.drexel.edu/gri/geomat.html, Feb. 25, 2005, pp. 1-11.
C. Joel Sprague et al., “Dredged-material filled geotextile tubes: design and construction,” GFR's Designer's Forum, 2003, pp. 114-118.
Douglas A. Gaffney, “Geotextile tube dewatering: Part 1—design parameters,” GFR's Designer's Forum, 2003, pp. 119-122.
Douglas A. Gaffney, “Geotextile Tube Dewatering-Part 2: successful project implementation,” GFR's Designer's Forum, 2003, pp. 123-126.
Anthony Bradley, “Geotextile tubes; a manufacturer's perspective,” GFR's Designer's Forum, 2003, pp. 127-129.
Bradley Industrial Textiles, Inc., “Phoenix Spiral Geotextile Tubes,” GFR 2004 Specifier's Guide, Dec. 2003, p. 9.
Jeffrey A Stark et al., “Expedient MESL Construction in cold weather,” US Army Corps of Engineers, Jul. 2000, pp. 1-23, Hanover, New Hampshire.
Terram, “Reinforced Slopes,” Terram, Mamhilad, UK, pp. 1-12.
Mirafi, “Geosynthetics,” pp. 1-16.
Bob Barret et al., “Geotextile-reinforced retaining walls using granular backfills,” GFR's Designer's Forum, pp. 168-172.
Mark Wayne et al., “On-site soil usage with geogrid reinforced SRWs,” GFR's Designer's Forum, pp. 184-189.
Mirafi, “Geosynthetics for Soil Reinforcement,” Product pamphlet, 2003, pp. 1-12.
Mifafi, “Guidelines for the Selection of Woven Geotextiles for Subgrade Stabilization,” Product pamphlet,2004, pp. 1-12.
Spectra: Tensar Earth Technologies, Inc., “Tensar Biaxial (BX) Geogrids for Construction Over Soft Soils,” 2004, pp. 1-4.
Tensar. Earth Technologies, Inc., “Southern California Projects using Tensar Biaxial Geogrids,” date unknown, pp. 1-2.
Tensar Earth Technologies, Inc., “Tensar Earth Technologies: The Company You Can Build On,” Product pamphlet, 2005, pp. 1-20.
Tensar Earth Technologies, Inc., “SierraScape Retaining Wall System: System Overview,” 2001, pp. 1-4.
Tensar Earth Technologies, Inc., “Mesa Plateau Retaining Wall System,” Product pamphlet, 2004, pp. 1-2.
Tensar Earth Technologies, Inc., “Mesa Retaining Wall Systems: Installation and Special Considerations Manual,” 2004, pp. 1-26.
Tensar Earth Technologies, Inc., “Mesa Retaining Wall Systems,” 2004, pp. 1-13.
Tensar Earth Technologies, Inc., “geoTALK: TET Now Offers Top-to-bottom Road Pavement Solutions,” date unknown, pp. 1-8.
Steven A. Hughes, “Uses for Marine Mattresses in Coastal Engineering,” Feb. 2006, pp. 1-14.
Ron Bygness andThe Advocate, “Ecosystems, soil present challenges for levees,” Geoshynthetics, vol. 24, Issue No. 3, Jun.-Jul. 2006, p. 8.
Maccaferri Method Statement Soil Reinforcement, “Method Statement for Construction of Rock PEC Reinforced Soil Slopes (without wrap-round facing),” pp. 1-4.
Terram Ltd, “Designing for Soil Reinforcement (Steep Slopes),” May 2000, cover page, pp. 2, 35-42.
Mirafi., “Facing Options for Reinforced Steepened Slopes,” Apr. 1, 2002, pp. 1-11.
Tensar Earth Technologies, Inc., “SIERRA® Slope Retention System,” © 2003 pp. 1-8.
Geotec Associates, Proposed Alternative for Raising Mississippi Levees Using Geotube® Technology Developed Under the Corps of Engineers' Construction Productivity Research Program (CPAR), Nov. 1, 1996, Feb. 24, 2005, cover page, pp. 1-10.
Method Statement for Construction of Rock PEC Reinforced Soil Slopes (without wrap-round facing), Maccaferri Environmental Solutions, pp. 1-4, Maccaferri Pty Ltd., Seven Hills.
Proposed Alternative for Raising Mississippi Levees Using GeoTube Technology Developed Under the Corps of Engineers' Construction Productivity Research Program (CPAR), Nov. 1, 1996, pp. 1-10. Geotec Associates, Vicksburg, MS.
Designing for Soil Reinforcement (Steep Slopes), May 2000, p. 2 & pp. 35-42, Terram Ltd, United Kingdom.
Ten Cat Nicolon, Facing Options for Reinforced Steepened Slopes, Mirafi, Apr. 1, 2002, 2-11, Pendergrass, Georgia.
Sierra Slope Retention System, 2003 pp. 1-7, Tensar Earth Technologies, Inc., Atlanta, Georgia.
Erosion Control & Earth Walls, www.geotas.com, May 3, 2007, pp. 1-3, Tasmania.
Roads, embankments, temporary roads, May 3, 2007, pp. 1-5, Taboss Interactive.

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