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10.0 References(Cant.)
<br /> Giroud, J. P., "Design of Geotextiles Associated with Geomembranes",Proceedingsoof
<br /> the Internatti Conference nn Geotext le►c Vol. 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",Proceedings of International Cptechnical
<br /> Svmoosium on Theory and Practice of Earth Reinforcemen4 Fukuoka, Japan, Oct 1988,
<br /> pp. 185-190.
<br /> Handy, R. L.,(1985), "The Arch in Soil Arching", A1011 Journse[nFr,...e...ILnical
<br /> Eng,�ne�ring_ Vol. i 11, No. 3,March, pp. 302-317. Also see discussions and closure,
<br /> Mar. 87, p. 269.
<br /> Koerner,R. M_ (1990), D_ �ttnina With C +cvnrhetics. 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 pp 1965 Also Ph D
<br /> dissertatiori_t lI 'v ity Of
<br /> Terzahgi, T. (193.6)."Stress Distribution in Dry and Saturation Sand Above A Yielding
<br /> Trapdoor", First nterna i n o ron S it Mechanics and Foundation
<br /> E_ nit. Cambridge, MA., Vol. 1,June, pp. 307-311.
<br /> Terzaghi, K. and Peck, R. (1948), Soil Mechanics in Theory and in Practice. Wiley and
<br /> Sons, pp. 199-200.
<br /> Schmertmann, J. H. (1991), "A New..EmQincally Based Archi-g-Theocy aril Method for
<br /> the Design Loading of a Geonet Supporting Overburden and Spanning a Void," Report
<br /> prepared for the TensNar Corporation.
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