|
10.0 References(Cont.)
<br /> Giroud, J. P., "Design of Geotextiles Associatedwith Geomembranes", Proceeding�cLf
<br /> the e on(' otextilVol. 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 Int 'cat
<br /> pp. 90..maositrm Thcory and practice of Earth RcinfotYaernent- Fukuoka, Japan, Oct 1988,
<br /> 185-1
<br /> Handy,R. L.,(1985), "The Arch in Soil Arching", AS� to�rre�1 of C tec niC 1
<br /> Frn ' 'nom Vol. 111, No. 3, March, pp. 302-317. Also see discussions and closure,
<br /> Mat. 87, p. 269.
<br /> Koerner,R. M. (1990), Des*QninQ With --thetics Prentice Hall p. 370.
<br /> McNulty,L W.,0 965),"An Experimental Study of Arching in Sand", U. S. Army,
<br /> C.E., Waterways Experiment Sta., Tcchni2d Report 1-674 174.8 1965 Also P D
<br /> dissertation University of II.
<br /> Terzahgi, T. (1936), "Stress Distribution in Dry and Saturation Sand Above'A Yielding
<br /> Trapdoor", F'uat nterna ' os on Sit Mechanicsundation
<br /> F
<br /> engingwLaL Cambridge, MA., Vol. 1,June, pp. 307-311.
<br /> Terzaghi, K. and Peck, R. (1948), Soil Me
<br /> Sons, pp. 299-200. bgnics to Theory and in Practice_ Waley and
<br /> Schmertr J. H. (1991), "A New Empirically Based ArchingTfieory and Method for
<br /> the PVjgLn Loadnof a Geonei Supporting Overburden and Spanning a Void," Report
<br /> prepared for the Tenshr Corporation.
<br /> (l6)
<br />
|