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10.0 References (Cont.)
<br />Giroud, J. P., "Design of Geotextiles Associated with Geomembranes", Proceedings of
<br />the Internaponal Conference on GeotextHes. 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", Proceedi=ngs ofIntgDational Gootechnical
<br />$yyMjW§i�m on Theory and Practice of FAqb MnfoM r= Fukuoka, Japan, Oct 1988,
<br />pp. 185-190.
<br />Handy, R. L., (1985), "The Arch in Soil Arching", ASCE Journal Qf Geotechnical
<br />Eng'nee sg�'nst. Vol. 111, No. 3, March, pp. 302-317. Also see discussions and closure,
<br />Mar. 87, p. 269.
<br />Koerner, R. M. (1990), Designing WUh„gWWthetics, Prentice Ball 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 174gp 1965 Also Ph.D.
<br />dissertatiog..Vn&Miky of, II,.
<br />Terzahgi, T. (1936), "Stress Distribution in Dry and Saturation Sand Above A Yielding
<br />Trapdoor", Proceedings First International Congress on Soil Mechanics and Foundation
<br />Engiieerin. 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 />5chmectmanrt, J. H. (1991), "A NewEm. pirically Based Arching`Theory and Method for
<br />the Design Loading of a Geonet Supporting Overburden and Spanning a Void," Report
<br />prepared for the Tensar Corporation.
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