THE THIRTY-SECOND TERZAGHI LECTURE
Apr 1, 2000

Emerging and Future Developments of Selected Geosynthetic Applications

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 126, Issue 4

Abstract

This paper presents 17 separate applications within the current technology of geosynthetics. They were selected as being illustrative of the wide range of applications that can utilize geosynthetics in geotechnical, transportation, hydraulics, and geoenvironmental engineering. All are permanent and/or critical applications wherein design by function is required, thereby necessitating the calculation of a product-specific test result versus a site-specific design requirement. This calculation results in a factor of safety, which must be assessed accordingly. In this regard, geosynthetics are no different from any other engineering material. This paper, however, does not go into calculation details, which are available in the literature. References are provided in this regard. The various applications presented were selected to illustrate that both emerging developments and future possibilities are ongoing. This approach illustrates the dynamic nature of the field of geosynthetics, which is both exciting and stimulating, and speaks well for future endeavors.

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References

1.
Bathurst, R. J., and Simac, M. R. ( 1994). “Geosynthetic reinforced segmental retaining wall structures in North America.” Proc., 5th Int. Conf. Geotextiles Geomembranes and Related Products, Spec. Vol., Southeast Asia Chapter, International Geosynthetic Society, Singapore, 29–54.
2.
Blowes, D. W., Ptacek, C. J., Cherry, J. A., Gillham, R. W., and Robertson, W. D. ( 1995). “Passive remediation using in situ treatment curtains.” Geoenvironmental 2000, characterization, containment, remediation and performance in environmental geotechnics, Geotech. Spec. Publ. No. 46, Y. B. Acar and D. E. Daniel, eds., Vol. 2, ASCE, New York, 1588–1607.
3.
Brandl, H. ( 1990). “Geomembranes for vertical waste containment sealing.” Proc., 4th Int. Conf. Geotextiles Geomembranes and Related Products, The Hague, Netherlands, 511–516.
4.
Cazzuffi, D. ( 1987). “The use of geomembranes in Italian dams.” Int. J. Water Power and Dam Constr., 26(2), 44–52.
5.
Comer, A. I., Kube, M., and Sayer, M. ( 1996). “Remediation of existing canal linings.” J. Geotextiles and Geomembranes, 14(5–6), 313–326.
6.
D'Andrea, R., and Sage, J. D. ( 1989). “The use of drainage wicks for the mitigation of frost effects on existing roadways.” Proc., Geosynthetics '89 Conf., San Diego, California, Vol. 2, 305–315.
7.
Daniel, D. E., and Koerner, R. M. ( 1993). “Quality assurance and quality control for waste containment facilities.” Rep. No. EPA/600/R-93/182, Environmental Protection Agency, Washington, D.C.
8.
Fowler, J. ( 1995). “Geotubes and Geocontainers for Hydraulic Applications.” Proc., Cleveland Section ASCE, ASCE, New York.
9.
Frobel, R. K. ( 1988). “Geosynthetics in the NATM Tunnel Design.” Proc., Geosynthetics for Soil Improvement, Geotech. Spec. Publ. 18, ASCE, New York, 51–67.
10.
Gabr, M. A. ( 1996). “Longwall mining technique for liner placement.” Rep. to U.S. Bureau of Mines.
11.
Gartung, E., Verspohl, J., Alexiew, D., and Bergmair, F. ( 1996). “Geogrid reinforced railway embankments on piles: Monitoring.” Geosynthetics applications, design and construction, Balkema, Rotterdam, The Netherlands, 251–258.
12.
Geosyntec Consultants Inc. ( 1990). Proj. Rep. to New York Dept. of Envir. Conservation for Islip, Long Island Landfill Vertical Expansion.
13.
Ghiassian, H., Hryciw, R. D., and Gray, D. H. ( 1996). “Laboratory testing apparatus for slopes stabilized by anchored geosynthetics.” Geotech. Testing J., 19(1), 65–73.
14.
Giroud, J. P., Bonaparte, R., Beech, J. F., and Gross, B. A. ( 1990). “Design of soil layer-geosynthetic systems overlying voids.” Geotextiles and Geomembranes, 9(1), 11–50.
15.
Gray, D. H., and Sotir, R. B. ( 1996). Biotechnical and soil bioengineering slope stabilization. Wiley, New York.
16.
Gregory, G. H., and Chill, D. S. ( 1998). “Stabilization of earth slopes with fiber reinforcement.” Proc., 6th Int. Geosynthetic Conf., Industrial Fabrics Association International, St. Paul, Minn., 1073–1078.
17.
Haliburton, T. A., Douglas, P. A., and Fowler, J. ( 1977). “Feasibility of Pinto Island as a long-term dredged material disposal site.” Misc. Paper D-77-3, Office Chief of Engineers, U.S. Army, Washington, D.C.
18.
Hsuan, Y. G., and Koerner, R. M. ( 1988). “Antioxidant depletion lifetime on HDPE geomembranes.” Geotech. and Geoenvir. Engrg., ASCE, 124(6), 532–541.
19.
Jeyapalan, J. K., ed. ( 1985). Advances in underground pipeline engineering. ASCE, New York.
20.
Jeyapalan, J. K., and Jeyapalan, M., eds. ( 1995). Advances in underground pipeline engineering II. ASCE, New York.
21.
Jeyapalan, J. K., Saleira, W. E., Al-Shaikh, A., Balasubramaniam, B. K., and Jurgens, J. ( 1995). “Underground pipeline materials, design, and construction.” Advances in Underground Pipeline Engineering II, J. K. Jeyapalan and M. Jeyapalan, eds., ASCE, New York, 25–41.
22.
Kempton, G. T., Lawson, C. R., Jones, C. T. F. P., and Demerdash, M. ( 1996). “The use of geosynthetics to prevent the structural collapse of fills over areas prone to subsidence.” Geosynthetics: Applications, design and construction, DeGroot, Den Hoedt, and Termaat, eds., Balkema, Rotterdam, The Netherlands, 317–324.
23.
Kinney, T. C. ( 1993). “Using geogrids to limit longitudinal cracking of roads in interior alaska.” Proc., Geosynthetics '93, Industrial Fabrics Association International, St. Paul, Minn., 109–121.
24.
Koerner, G. R., and Koerner, R. M. ( 1996). “Geosynthetic use in trenchless pipe remediation and rehabilitation.” J. Geotextiles and Geomembranes, 14(3/4), 223–237.
25.
Koerner, J., and Koerner, R. M. ( 1999). A survey of solid waste landfill liner and cover regulations: Part I—USA, Part II—worldwide. Geosynthetic Institute, Folsom, Pa.
26.
Koerner, J., Soong, T.-Y., and Koerner, R. M. ( 1998). “Earth retaining wall costs in the USA.” GRI Rep. No. 20, Geosynthetic Institute, Folsom, Pa.
27.
Koerner, R. M. ( 1984). “In-situ soil slope stabilization using anchored nets.” Proc., Conf. Low Cost and Energy Saving Constr. Mat., H.-Y. Fang, ed., Envo, Bethlehem, Pa., 465–478.
28.
Koerner, R. M. ( 1998). Designing with geosynthetics, 4th Ed., Prentice-Hall, Englewood Cliffs, N.J.
29.
Koerner, R. M., and Daniel, D. E. ( 1997). Final covers for solid waste landfills and abandoned dumps, ASCE, Reston, Va.
30.
Koerner, R. M., and Guglielmetti, J. ( 1995). “Vertical barriers: Geomembranes.” Proc., Int. Containment Technol. Workshop, Assessment of Barrier Technologies, PB96-180583, R. R. Rumer and J. K. Mitchell, eds., NTIS, 95–118.
31.
Koerner, R. M., and Welsh, J. P. ( 1980). Construction and geotechnical engineering using synthetic fabrics. Wiley, New York.
32.
Leflaive, E., and Liausu, P. ( 1986). “The reinforcement of soils by continuous threads.” Proc., 3rd Int. Conf. on Geotextiles, Austrian Society of Engineers and Architects, Vienna, 1159–1162.
33.
Leshchinsky, G., and Leshchinsky, O. ( 1996). “Geosynthetic confined pressurized slurry (GeoCoPS).” Tech Rep. CPAR-GL-96-1, U.S. Army Corps of Engineers, Washington, D.C.
34.
McGown, A., Andrawes, K. Z., Hytiris, N., and Mercer, F. B. ( 1985). “Soil strengthening using random distributed mesh elements.” Proc., 11th ISSMFE Conf., BiTech, Vancouver, 1735–1738.
35.
Morrison, W. R., and Starbuck, J. G. ( 1984). “Performance of plastic canal linings.” Rep. No. REC-ERC-84-1, Bureau of Reclamation, U.S. Department of Interior, Washington, D.C.
36.
Nettleton, I. M., Jones, C. J. F. P., Clarke, B. G., and Hamir, R. ( 1998). “Electrokinetic geosynthetics and their applications.” Proc., 6th Int. Conf. on Geosynthetics, Industrial Fabrics Association International, St. Paul, Minn., 871–876.
37.
Othman, M. A., Bonaparte, R., and Gross, B. A. ( 1997). “Preliminary results of study on composite liner field performance.” Proc., GRI-10, Field Perf. of Geosynthetics, R. M. Koerner, G. R. Koerner, and Y. G. Hsuan, eds., Geosynthetic Research Institute, Philadelphia, 115–142.
38.
Pinyan, C. ( 1987). “Sky mound to raise from dump.” Engrg. News, June, 28–29.
39.
Pohland, F. G. ( 1996). “Landfill bioreactors: Historical perspectives, fundamental principles, and new horizons in design and operations.” Rep. No. EPA/600/R-95/146, Environmental Protection Agency, Washington, D.C., 9–24.
40.
Schmertmann, J. H. ( 1999). “Soil arching and the spanning of voids.” Proc., Central Pennsylvania Section ASCE and Pennsylvania Dept. of Transp., Hershey, Pa.
41.
Scuero, A. M., and Vaschetti, G. L. ( 1996). “Geomembranes for masonry and concrete dams: State-of-the-art report.” Geosynthetics: Applications, design and construction, M. B. de Groot, G. den Hoedt, and R. J. Termaat, eds., Balkema, Rotterdam, The Netherlands, 889–898.
42.
Sembenelli, P., and Rodriguez, E. A. ( 1996). “Geomembranes for earth and earth-rock dams: State-of-the-art report.” Geosynthetics: Applications, design and construction, M. B. de Groot, G. den Hoedt, and R. J. Termaat, eds., Balkema, Rotterdam, The Netherlands, 877–888.
43.
Sprague, C. J., and Koutsourais, M. ( 1992). “The evolution of geotextile reinforced embankments.” Geotech. Spec. Publ. 30, R. H. Borden, R. D. Holtz, and I. Juran, eds., ASCE, New York, 1129–1141.
44.
Swihart, J. J. ( 1994). “Deschutes canal lining demonstration: Construction report.” Proc., 5th Int. Geosynthetic Conf., Southeast Asia Chapter, International Geosynthetics Society, Singapore, 553–556.
45.
Tatsuoka, F., Koseki, J., Tateyama, M., Munaf, Y., and Harii, K. ( 1998). “Seismic stability against high seismic loads of geosynthetic-reinforced soil retaining structures.” Proc., 6th Int. Geosynthetic Soc. Conf., Industrial Fabrics Association International, St. Paul, Minn., 103–142.
46.
Terzaghi, K., and Lacroix, Y. ( 1964). “Mission dam: An earth and rockfill dam on a highly compressible foundation.” Géotechnique, London, 14(1), 13–50.
47.
Theisen, M. S. ( 1992). “The role of geosynthetics in erosion and sediment control: An overview.” J. Geotextiles and Geomembranes, 11(4–6), 199–214.
48.
Thomas, R. W., and Koerner, R. M. ( 1996). “Advances in HDPE barrier walls.” J. Geotextiles and Geomembranes, 14(7/8), 393–408.
49.
Voskamp, W., and Risseeuw, P. ( 1987). “Method to establish the maximum allowable load under working conditions of polyester reinforcing fabrics.” J. Geotextiles and Geomembranes, 6(2), 173–189.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 126Issue 4April 2000
Pages: 293 - 306

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Published online: Apr 1, 2000
Published in print: Apr 2000

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Honorary Member, ASCE
H. L. Bowman Prof. of Civ. Engrg., Drexel Univ., Philadelphia, PA 19104.

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