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5.0 TENSION MEMBRANE THEORY <br /> The tensioned membrane theory was first developed by J. P.Giroud to determine the <br /> tensile strength required in a geosynthetic supporting a sod layer over'a void. Later <br /> Giroud along with Bonparte, Beech and Gross,combined Terzaghi's arching theory-with <br /> the tension membrane theory and laid the foundation for landfill liner support technology. <br /> Essentially, the tension membrane equation enables one to transfer a uniformly distributed <br /> normal force into a horizontal reinforcing material that will sag to a given strain limit. <br /> The relationship between tension and strain in a liner support design is revealing. As the <br /> strain limit is reduced, the required tensile strength increases. As a result, in a strain based <br /> design, the factor of safety is applied directly and indirectly to the allowable strain and the <br /> required tension respectively. <br /> 6.0 SUMMARY OF DESIGN PROCEDURE <br /> Combining the work performed at the University of Florida with Terzaghi's original work <br /> and the experiments conducted by the Army Corps,one can now correlate the shape of <br /> the soil arch to the strength of the soil. This is particularly helpful when there is more than • <br /> one strata of soil within the arching zone. For landfill liner support applications, one has <br /> the ability to calculate the dimensions of the arch within the soil liner system above the <br /> geogrid and the dimensions of the arch within the waste above the soil liner system. (See <br /> Figure 1). <br /> Figure 2 provides the relationship between the width of the yielding zone and the height of <br /> the soil arch based on the soil strength parameter. Using this figure one can determine the <br /> dimensions of the arch within the soil and waste layers. This will enable one to determine <br /> the uniform normal pressure over the yielding area at the base of the <br /> liner system. Using Giroud's tension membrane equation one can then calculate the <br /> required geogrid tension at the allowable strain limit. Finally, one can select the <br /> appropriate geogrid. A step by step procedure along with a design example follows. <br /> Ai <br /> (4) <br />