High density polyethylene (HDPE) is commonly used for geomembranes. It has broad chemical resistance and excellent UV resistance, but lacks flexibility and can develop brittle stress cracking at low stresses if not properly formulated. Geomembranes are rolled out with overlapping pieces to enable the joins to be welded.
| Type of test / Properties measured / Range of measurement | Standard Specifications |
| Initial tear resistance | ASTM D 1004 |
| Density by the density - gradient technique |
ASTM D 1505 |
| Carbon black content by the mufflefurnace technique |
ASTM D 4218 |
| Integrity of field seams - 180° peel strength |
ASTM D 4437 ASTM D 413 (Type A) |
| Integrity of field seams - shear strength |
ASTM D 4437 ASTM D 816 (Method B) |
| Index puncture resistance | ASTM D 4833 |
| Nominal thickness | ASTM D 5199 |
| Calculation of 2% secant modulus for polyethylene geomembranes |
ASTM D 5323 |
| Microscopic evaluation of the dispersion of carbon black |
ASTM D 5596 |
| Core thickness of textured geomembrane |
ASTM D 5994 |
| Tensile properties | ASTM D 6693 |
| Tensile properties | ANSI/NSF Modification Standard 54: Annex A Part 8, based on ASTM D 638, using type IV die |
| Asperity measurement using a depth gauge |
Geosynthetic Research Institute test method GM12 |
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