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Soil <br />a <br />D <br />/A V t 7 1 R/ rl C 10 L_ A A/ Q 14 1 L L r x N. LFILENO. <br />/tLLo../ tfS SZ2/i 1N fy2 1-i�JF COMP. M [ iCHK. AEV•—OF PAGES <br />DATE _? 11/ 14 S DATE DATE <br />6?:tLCVC./P7)0 01S �it�rv/z v,= SAF<< <jS ) <br />/tLL0t..//trjLF 5-rle <br />l 67/V% Srl?lt/ / <br />f S = S . s" l Lt. l -- 1. 2. <br />M, <br />CH/yX <br />cc <br />.(.I),Extrusion Lap 1.6 mml (*) <br />{1) (2) Ex=ion Fillet (6-7 ] ( ) <br />(2) .3.. ion Lap {5 mm1(*) <br />(3) < (4) Fusion [4 mm] <br />(4) r <br />0.0 M 1.0 1-5 20 25 3.0 <br />Average Tensile Strain, ea (%) <br />Geomembrane Thickness: <br />2 mm (80 mils) <br />Seaxn Width: <br />38 mm (1.5 in.) <br />Figure 9. Tensile strain due to geomembrane bending next to a seam, r,, as a function of the <br />average tensile strain, E„ in the geomembrane. The charts are applicable to seams <br />that are free to rotate; in the case of seams that are subjected to normal stresses that <br />limit their ability to rotate, the bending strains should be less than indicated on the <br />charts. (*) Note: The value indicated in square brackets is the total seam thickness, <br />i.e., thickness of extrudate, if any, plus thickness of two geomembrane layers. <br />