Bam Guidelines for the Certification of Geomembranes as a Component of Composite Liners For Hazardous Waste Landfills and for Lininf Contaminated Land (February 1999)

 

TABLE 3:  REQUIREMENTS WITH RESPECT TO COMBINED PHYSICAL AND CHEMICAL ATTACK (HDPE GEOMEMBRANES)

Property

Characteristic

Standard Values

Test methods, Testing Regulations

15.Stress crack resistance

Change in tensile strength.

After 112 days of immersion residual tensile strength must be ³90%.

Test as in pin impression test following DIN 53449 for the evaluation of environmental stress cracking, ball or pin impression method, see Appendix A.  The relative residual tensile strength is the ratio of the tensile strength of the immersed, pin-tested sample to the tensile strength of the sample that has only been pre-immersed and not pin-tested.

16. Long term performance of the weld seam

Still to be determined

Still to be determined

Still to be determined

17. Stress crack resistance of the weld seam

Still to be determined

Still to be determined

Still to be determined

18. Internal pressure creep test; time-dependent creep strength of pipes

Reference stress-time curves

An extrapolation of the reference stress-time curves obtained on the basis of DIN 8075 at higher temperatures (eg 60° C, 80° C) must indicate that no failure is to be expected at a strees of 5N/mm2 at 40° C in years (3.5 x 105 hours).  For extrapolation see DIN 16887.

Long-term internal pressure test in accordance with DIN 8075 on pipes made from the same resin as the geomembrane.

 


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