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.10he model tests aPPS to confirm one, another. <br /> Drumm, E. C., at. fal. also used finite element analysis to evaluate the deformation of <br /> highly plastic soils in contest with cavitose bedrock. The calculated settlements were presented <br /> as a function of cavity si= in a paper titled "Analysis of Plastic Soil in Contact with Cavitose <br /> t <br /> Bedrock" (5). <br /> Disniacement Method "Closed-form" solutions for the strain field in an initially isotropic and <br /> homogeneous incompressible soil due to near-surface ground loss were presented by Sagaseta, <br /> C. (11). The differential settlement of a point.on a plane.is calculated in this method, as a <br /> function of the displacement of-other points. The applications of the closed form solutions to <br /> some-typical problems indicate that the calculated movements agree quite well with experimental <br /> observations and compare favorably with other commonly used numerical methods. <br /> Elastic Solution. In the C6nferenee of Engineering Geology. of Underground Movements, in <br /> Sept-amber 1987, an analy" !clastic method to evaluate settlements caused by voids at depth <br /> was presented by Y. Tsur�Lavie, at. al. The method can 'be used to calculate the surface <br /> settlement as a function of 16le dimension of the void, thickness of medium (soil/rock) over the <br /> void, and Poisson's ratios. ;The method presented is based on a solution developed by Goleeki <br /> (7,8) for stresses and displacements in an infinite homogeneous elastic half space, with <br /> iscontinuous step-like uni$rm boundary displacement.representing the collapsing of a void. <br /> e displacement in the surrounding medaum and the resulting differential settlement at t' <br /> medium surface is then calculated by the elastic method. <br /> The results obtained; from the analytical elastic method were compared with British <br /> National Coal Board (NCB) mining subsidence field measurement data by Tsur-Lavie, at. al., <br /> and are in close agreement with one another. <br /> Summar. Several analytical and numerical methods are presented in the previous sections. All <br /> the methods discussed are !capable of calculating differential settlements resulting from the <br /> existence of a void at depth! <br /> The numerical methods discussed, i.e., the finite element and the finite difference <br /> methods, are suitable for 'the analysis of problems with nonhomogeneous, anisotropical <br /> materials. However, the displacement method and the elastic solution method discussed above, <br /> require little or no material .properties for the analysis, and therefore can be readily applied to. <br /> a vertical expansion design.! Of these two methods, the elastic solution has the advantage that <br /> it has been calibrated by field measurements and it allows the performance of sensitivity analyses <br /> based on different soil or waste characteristics. The elastic solution method is easier to apply <br /> than the finite element analysis, and since it neglects arching in the waste, it also provides <br /> conservative results. <br /> -Lavie, et. al's Elastic Solution Method wz.:, <br /> The following section discusses how Tsur <br /> 1500- Vancouver.Canada -Geosyntheties'93 <br />