Geo textiles and geogrids in subgrade stabilization and base cou

Hydraulic and earth engineering – Earth treatment or control

Patent

Rate now

  [ 0.00 ] – not rated yet Voters 0   Comments 0

Details

404 70, 442255, B32B 502, D03D 900, E01C 1116, E02D 1720

Patent

active

057356408

ABSTRACT:
Geosynthetics and structures for earth reinforcement, stabilization and retention. Membranes used in such structures are formed by weaving a number of fill members, which are preferably fibrillated polypropylene members or strips, with a plurality of warp member sets, which are preferably formed of extruded polypropylene yarns. The woven membrane so formed sustains the moderate tensile loads imposed by earth reinforcement requirements in roadways, runways, and other ways. It is inexpensive because the materials are inexpensive and may be woven in a cost efficient way, and, if desired, in a way which allows the strength and tensile properties of the membrane to be varied for a custom application by varying the composition, number and disposition of the fill members and warp members. These geosynthetic membranes provide superior results as compared to conventional extruded (and harder) conventional geogrids or other materials, because they are more flexible, easier to roll during manufacture, inventory, ship, and install. Such geosynthetics also feature a number of differently sized voids for effective soil and aggregate retention without filtration compromise. Finally, such geotextiles accommodate easier installation because successive sections may be more easily stitched, or otherwise fastened together.

REFERENCES:
patent: 2139816 (1938-12-01), Fordyce
patent: 4906520 (1990-03-01), Kumar
patent: 5091247 (1992-02-01), Willibey et al.
Al-Qadi, I.L., and Brandon, T.L., "Geoxynthetics Improve pavement Servie Life," Erosion Control, pp. 48-57, (Sep./Oct. 1994).
Barksdale, R.D., Brown, S.F., and Chan, F., "Potential Benefits of Geosynthetics in Flexible Pavement Systems," National Cooperative Highway Research program Report 315, Transportation Research Board, Washington, D.C. (1989).
Bender, D.A., and Barenberg, E.J., "Design and Behavior of Soil-Fabric-Aggregate Systems," Transportation Research Record 671, Transportation Research Board, Washington, D.C. (1978).
Christopher, B.R., and Holtz, R.D., "Geotextile Engineering Manual," Report FHWA-TS-86/203 STS Consultants, Ltd., Northbrook, IL, for Federal highway Administration, Washington, D.C. (1985).
Giroud, J.P., Ah-Line, C., and Bonaparte, R., "Design of Unpaved Roads and Trafficked Areas with Geogrids," Polymer Grid Reinforcement Conference Proceedings, published by Thomas Telford Limited, London, England (1985).
Giroud, J.P., and Noiray, L., "Geotextile-Reinforced Unpaved Road Design," Journal of the Geotechnical Engineering Division, American Society of Civil Engineers, vol. 107, No. GT9, pp. 1233-1254 (Sep. 1981).
Holtz, R.D., and Sivakugan, N., "Design Charts for Roads with Geotextiles," Geotextiles and Geomembranes, vol. 5, Elsevier Applied Science Publishers Ltd., England, pp. 191-199 (1987).
Koerner, R.M., and Koerner, G.R., "Separation: Perhaps the Most Underestimated Geotextile Function," Geotechnical Fabrics Report, (Jan. 1994).
Steward, J., Williamson, R., and Mohney, J., "Guidelines for Use of Fabrics in Construction and Maintenance of Low-Volume Roads," Report No. FHWA-TS-78-205, U.S. Department of Transportation, Federal Highway Administration, Washington, D.C. (1977).
"Guidelines for Design of Flexible Pavements Using Mirafi Woven Geotextiles," (Mirafi, Inc., (1982)).

LandOfFree

Say what you really think

Search LandOfFree.com for the USA inventors and patents. Rate them and share your experience with other people.

Rating

Geo textiles and geogrids in subgrade stabilization and base cou does not yet have a rating. At this time, there are no reviews or comments for this patent.

If you have personal experience with Geo textiles and geogrids in subgrade stabilization and base cou, we encourage you to share that experience with our LandOfFree.com community. Your opinion is very important and Geo textiles and geogrids in subgrade stabilization and base cou will most certainly appreciate the feedback.

Rate now

     

Profile ID: LFUS-PAI-O-7148

  Search
All data on this website is collected from public sources. Our data reflects the most accurate information available at the time of publication.