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20 <br /> 0 DUCTILE FAILURES <br /> o eRlrrLE FAILURES <br /> 2?C 1PROWTEM <br /> • NO FAILURE <br /> le— <br /> E <br /> 6Qc <br /> a 0 <br /> Uh�12- swc <br /> a m <br /> me <br /> W <br /> 0 <br /> z <br /> Igo <br /> o <br /> 8 7.2 N/* <br /> 1o, 102 103 10° 101 106 10 <br /> TIME;hours► <br /> Figure 6. Stress Rupture for Axisymmetric Loading of a PE Geomembrane, <br /> at 230C, Derived with Elevated Temperature Testing <br /> (after Berg and Bonaparte, 1993) <br /> 20 <br /> TEMPERATURE.Zr C <br /> is •'' .• ®•o ac <br /> 3`` ® OP a-0yh ` 10 • <br /> • • <br /> W •t <br /> o ®®° •® ® ae.aaps <br /> ® Ii® • .ssaoups <br /> = <br /> 5.76 <br /> W . maown! <br /> 7700 HWAS <br /> 3 . 4 N/Ain,L 2-9 <br /> : ,a�olras <br /> Z !SO <br /> 1.9 <br /> 0 <br /> 0 1.0 1.1 S t0 t5 20 <br /> 2 .9 STRAIN(9:i <br /> Figure 7. 50-Year Isochronous Curve for Axisymmetric Loading of a PE Geomembrane, <br /> Derived with Elevated Temperature Testing (after Berg and Bonaparte, 1993) <br /> 1452-Vancouver,C=&-Geosyn 93 <br />