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<br /> 10.0 References(Cont.) '
<br /> Giroud, J. P., "Design of Geotextiles Associated with Geomembranes",ProceMin sg_of
<br /> the Internacional Conference pn Qeotextilcs Vot. 4, Las Vegas, Aug 1982.
<br /> Giroud, J. P.,Bonaparte, R., Beech, J. F., and Gross, B. A, "Load-Carrying Capacity of a
<br /> Soil Layer Supported by a Geosynthetic",ProceedingQf Intestional GeotechnicA
<br /> SYMRQsium on Theory and Practice of Earth R,ginforcemeM.Fukuoka, Japan, Oct 1988,
<br /> pp. 185-190.
<br /> Handy, R. L., (1985), "The Arch in Soil Arching", ASCE JoqMW fGeotech_nical
<br /> Eng ring, Vol. 111, No. 3, March, pp. 302-317. Also see discussions and closure,
<br /> Mar. 87, p. 269.
<br /> Koerner, A. M. (1990), Designing With GwRMthetics. Prentice Hall p. 370.
<br /> McNulty, J. W.,(1965),"An Experimental Study of Arching in Sand", U. S. Army,
<br /> C.E., Waterways Experiment Sta.,Technical Report 1-674 174 ppi1965 Alyn Ph.Q.
<br /> dissertatio niversit of f II.
<br /> Terzahgi, T. (1936), "Stress Distribution in Dry and Saturation Sand Above A Yielding
<br /> Trapdoor",
<br /> Pme-v& irst International Conizress on Sit Mechanics and Foundation
<br /> n ` Cambridge, ., Vol. 1, June, pp. 307-311.
<br /> Terzaghi, K. and Peck, R. (1948),soil Mer&flics in Thp=and in Practice_ Wiley and
<br /> Sons, pp. 199-200.
<br /> Schmertmann, J. H. (1991), "A New. piricaily Basedi ArchingTheory and Method for
<br /> the Design LQadinjz of a Geonet Supporting Overburden and Spanning a Void." Report
<br /> prepared for the Tensar Corporation.
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