Knowledge (XXG)

Geomembrane

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The manufacturing of geomembranes begins with the production of the raw materials, which include the polymer resin, and various additives such as antioxidants, plasticizers, fillers, carbon black, and lubricants (as a processing aid). These raw materials (i.e., the "formulation") are then processed
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The fundamental mechanism of seaming polymeric geomembrane sheets together is to temporarily reorganize the polymer structure (by melting or softening) of the two opposing surfaces to be joined in a controlled manner that, after the application of pressure, results in the two sheets being bonded
360:, bond breaking, additive depletion, or extraction within the geomembrane must be considered as compromising to its long-term performance. There are a number of potential concerns in this regard. While each is material-specific, the general behavior trend is to cause the geomembrane to become 454:
across the two sheets, and the joined sheets should perform as one single geomembrane sheet. However, due to stress concentrations resulting from the seam geometry, current seaming techniques may result in minor tensile strength and/or elongation loss relative to the parent sheet. The
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There are a number of mechanical tests that have been developed to determine the strength of polymeric sheet materials. Many have been adopted for use in evaluating geomembranes. They represent both quality control and design, i.e., index versus performance tests.
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A 2010 estimate cited geomembranes as the largest geosynthetic material in dollar terms at US$ 1.8 billion per year worldwide, which is 35% of the market. The US market is currently divided between HDPE, LLDPE, fPP, PVC, CSPE-R, EPDM-R and others (such as EIA-R and
281:). Lastly, the Geosynthetic Research Institute (GRI) has developed test methods that are only for test methods not addressed by ASTM or ISO. Of course, individual countries and manufacturers often have specific (and sometimes) proprietary test methods. 133:
related material so as to control fluid (liquid or gas) migration in a human-made project, structure, or system. Geomembranes are made from relatively thin continuous polymeric sheets, but they can also be made from the impregnation of
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in its stress-strain behavior over time. There are several mechanical properties to track in monitoring such long term degradation: the decrease in elongation at failure, the increase in
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The above represents approximately $ 1.8 billion in worldwide sales. Projections for future geomembrane usage are strongly dependent on the application and geographical location.
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The majority of generic geomembrane test methods that are referenced worldwide are by the ASTM International|American Society of Testing and Materials (
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5%), while in other parts of the world growth could be dramatic (10–15%). Perhaps the greatest increases will be seen in the containment of
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Geomembranes have been used in the following environmental, geotechnical, hydraulic, transportation, and private development applications:
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A method by the HDPE pipe industry in the United States for determining the value of hydrostatic design basis stress.
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A method that utilizes biaxial stresses and stress relaxation for lifetime prediction and can include seams as well.
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characteristics of the seamed area are a function of the type of geomembrane and the seaming technique used.
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processes. These processes may involve the addition of additional polymer in the area to be bonded.
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Used in Europe for pipes and geomembranes, the method yields similar results as stress limit testing.
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Geomembranes degrade slowly enough that their lifetime behavior is as yet uncharted. Thus,
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together. This reorganization results from an input of energy that originates from either
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Geomembrane installation as part of the construction of a base liner system of a landfill
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As liners for primary, secondary, and/or tertiary solid-waste landfills and waste piles
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As covers for aerobic and anaerobic manure digesters in the agriculture industry
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Thin barrier used to control fluids; usually applied to structures or landscapes
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The main physical properties of geomembranes in the as-manufactured state are:
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Construction of Linings for Reservoirs, Tanks and Pollution Control Foundation
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To aid in establishing uniformity of subsurface compressibility and subsidence
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tensile strength and elongation (index, wide width, axisymmetric, and seams)
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Ideally, seaming two geomembrane sheets should result in no net loss of
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and covers in North America and Europe will probably see modest growth (
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As liners for reserve water (e.g., safe shutdown of nuclear facilities)
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To contain and transport potable water and other liquids in the ocean
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As a barrier to vapors (radon, hydrocarbons, etc.) beneath buildings
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Beneath and adjacent to highways to capture hazardous liquid spills
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As liners for vertical walls: single or double with leak detection
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As liners for the aquiculture industry, such as fish/shrimp pond
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As liners for secondary containment of underground storage tanks
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As liners for all types of decorative and architectural ponds
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Waste Containment Systems, Waste Stabilization and Landfills
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As flexible forms where loss of material cannot be allowed.
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To contain seepage losses in existing above-ground tanks
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Beneath highways to prevent pollution from deicing salts
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To shield sinkhole-susceptible areas from flowing water
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As waterproof facing for roller compacted concrete dams
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As cutoffs within zoned earth dams for seepage control
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As liners for golf course water holes and sand bunkers
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As floating reservoir covers for preventing pollution
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Geomembranes: Identification and Performance Testing
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As waterproofing liners within tunnels and pipelines
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To face structural supports as temporary cofferdams
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To prevent infiltration of water in sensitive areas
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biological degradation (animals, fungi or bacteria)
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Thickness (smooth sheet, textured, asperity height)
49:. Unsourced material may be challenged and removed. 601:As containment structures for temporary surcharges 550:As waterproof facing for masonry and concrete dams 265:and heap leach mining for precious metal capture. 129:synthetic membrane liner or barrier used with any 738:August, H., Holzlöhne, U. and Meggys, T. (1997), 607:Beneath asphalt overlays as a waterproofing layer 484:As liners for waste liquids (e.g., sewage sludge) 347:stress cracking (constant load and single point). 656:(6th ed.). Xlibris Publishing Co., 914 pgs. 487:Liners for radioactive or hazardous waste liquid 372:ultraviolet light exposure (laboratory of field) 672:"Geosynthetics in geoenvironmental engineering" 544:As waterproof facing of earth and rockfill dams 163:into sheets of various widths and thickness by 178:Three methods used to manufacture geomembranes 790: 514:As liners for various waste conveyance canals 425:A method for testing geomembranes (and other 8: 676:Science and Technology of Advanced Materials 770:, J. Wiley and Sons, New York, NY, 586 pgs. 749:, J. Wiley and Sons, New York, NY, 379 pgs. 356:Any phenomenon that causes polymeric chain 1650: 1383: 1239: 831: 797: 783: 775: 756:, Chapman and Hall Publ., London, 355 pgs. 592:To conduct water flow into preferred paths 562:To contain and transport liquids in trucks 556:As floating reservoirs for seepage control 523:As covers (caps) for solid-waste landfills 763:, Springer-Verlag Publ., Berlin, 485 pgs. 703: 109:Learn how and when to remove this message 742:, Thomas Telford Publ., London, 389 pgs. 647: 645: 766:Sharma, H. D. and Lewis, S. P. (1994), 641: 309:Vapor transmission (water and solvent). 499:As liners for the agriculture industry 665: 663: 553:Within cofferdams for seepage control 511:As liners for water conveyance canals 7: 733:Geomembrane Sealing Systems for Dams 670:Müller, W. W.; Saathoff, F. (2015). 568:As a barrier to odors from landfills 47:adding citations to reliable sources 752:Rollin, A. and Rigo, J. M. (1991), 243:ethylene propylene diene terpolymer 577:To control frost-susceptible soils 538:As linings for emergency spillways 529:As covers for power plant coal ash 152:multilayered bitumen geocomposites 14: 815:Offshore geotechnical engineering 630:Electrical liner integrity survey 1106: 1094: 1082: 1070: 1058: 1046: 1032: 1022: 1005: 993: 981: 969: 957: 945: 923: 894: 882: 870: 858: 846: 761:HDPE Geomembranes in Geotechnics 417:Hoechst multiparameter approach: 23: 740:Advanced Landfill Liner Systems 735:, 2010, Paris, France, 464 pgs. 202:linear low-density polyethylene 34:needs additional citations for 384:thermal behavior (hot or cold) 1: 1465:Mechanically stabilized earth 696:10.1088/1468-6996/16/3/034605 586:To form barrier tubes as dams 520:As liners for heap leach pads 496:As liners for brine solutions 233:chlorosulfonated polyethylene 1217:Hydraulic conductivity tests 654:Designing With Geosynthetics 1778:Stress distribution in soil 478:As liners for potable water 306:Mass per unit area (weight) 1954: 928:Pore pressure measurement 616: 574:To control expansive soils 1681:Preconsolidation pressure 1076:Standard penetration test 812: 493:As liners for solar ponds 192:high-density polyethylene 171:, and/or spread coating. 1177:California bearing ratio 975:Rotary-pressure sounding 806:Geotechnical engineering 341:interface shear strength 131:geotechnical engineering 1597:Geosynthetic clay liner 1572:Expanded clay aggregate 1192:Proctor compaction test 1133:Crosshole sonic logging 1119:Nuclear densometer test 876:Geo-electrical sounding 652:Koerner, R. M. (2012). 619:Fabricated geomembranes 375:radioactive degradation 1860:Earthquake engineering 1671:Lateral earth pressure 1296:Hydraulic conductivity 1147:Wave equation analysis 1126:Exploration geophysics 1018:Deformation monitoring 987:Rotary weight sounding 471: 387:oxidative degradation. 179: 1038:Settlement recordings 963:Rock control drilling 864:Cone penetration test 617:Further information: 469: 405:Stress limit testing: 366:modulus of elasticity 314:Mechanical properties 177: 1900:Agricultural science 1602:Cellular confinement 745:Kays, W. B. (1987), 731:ICOLD Bulletin 135, 411:Rate process method: 381:chemical degradation 43:improve this article 1792:Numerical analysis 1676:Overburden pressure 1666:Pore water pressure 1446:Shoring structures 1321:Reynolds' dilatancy 1222:Water content tests 1207:Triaxial shear test 1167:Soil classification 1140:Pile integrity test 759:Müller, W. (2007), 688:2015STAdM..16c4605M 423:Arrhenius modeling: 398:accelerated testing 337:puncture resistance 285:Physical properties 1933:Building materials 1767:Slab stabilisation 1747:Stability analysis 472: 344:anchorage strength 212:polyvinyl chloride 180: 1915: 1914: 1786: 1785: 1762:Sliding criterion 1724:Response spectrum 1640: 1639: 1470:Pressure grouting 1369: 1368: 1229: 1228: 1182:Direct shear test 888:Permeability test 332:impact resistance 119: 118: 111: 93: 1945: 1774:Bearing capacity 1661:Effective stress 1651: 1552:Land reclamation 1492:Land development 1387:Natural features 1384: 1351:Specific storage 1240: 1172:Atterberg limits 1110: 1098: 1086: 1074: 1062: 1050: 1036: 1026: 1011:Screw plate test 1009: 997: 985: 973: 961: 949: 927: 898: 886: 874: 862: 850: 832: 799: 792: 785: 776: 718: 717: 707: 667: 658: 657: 649: 452:tensile strength 114: 107: 103: 100: 94: 92: 51: 27: 19: 1953: 1952: 1948: 1947: 1946: 1944: 1943: 1942: 1918: 1917: 1916: 1911: 1890:Earth materials 1831: 1793: 1782: 1691: 1685: 1636: 1613: 1567:Earth structure 1562:Erosion control 1460:Ground freezing 1450:Retaining walls 1433: 1375: 1365: 1326:Angle of repose 1284: 1225: 1159: 1152: 1151: 1112:Visible bedrock 1064:Simple sounding 1052:Shear vane test 828:instrumentation 827: 825: 817: 808: 803: 773: 727: 725:Further reading 722: 721: 669: 668: 661: 651: 650: 643: 638: 626: 621: 464: 458: 436: 394: 354: 327:tear resistance 316: 302:Melt flow index 287: 271: 255:Landfill liners 160: 115: 104: 98: 95: 52: 50: 40: 28: 17: 12: 11: 5: 1951: 1949: 1941: 1940: 1935: 1930: 1920: 1919: 1913: 1912: 1910: 1909: 1908: 1907: 1897: 1892: 1887: 1882: 1877: 1872: 1867: 1862: 1857: 1852: 1847: 1841: 1839: 1837:Related fields 1833: 1832: 1830: 1829: 1824: 1819: 1814: 1809: 1804: 1798: 1796: 1788: 1787: 1784: 1783: 1781: 1780: 1771: 1770: 1769: 1764: 1759: 1757:Classification 1754: 1749: 1738: 1737: 1736: 1731: 1729:Seismic hazard 1726: 1716: 1711: 1706: 1701: 1695: 1693: 1687: 1686: 1684: 1683: 1678: 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1053: 1049: 1045: 1044: 1039: 1035: 1031: 1029: 1025: 1021: 1020: 1019: 1016: 1015: 1012: 1008: 1004: 1003: 1000: 999:Sample series 996: 992: 991: 988: 984: 980: 979: 976: 972: 968: 967: 964: 960: 956: 955: 952: 948: 944: 943: 938: 935: 933: 930: 929: 926: 922: 921: 916: 913: 911: 908: 906: 903: 902: 901: 897: 893: 892: 889: 885: 881: 880: 877: 873: 869: 868: 865: 861: 857: 856: 853: 849: 845: 844: 841: 838: 833: 830: 824: 823:Investigation 820: 816: 811: 807: 800: 795: 793: 788: 786: 781: 780: 777: 769: 765: 762: 758: 755: 751: 748: 744: 741: 737: 734: 730: 729: 724: 715: 711: 706: 701: 697: 693: 689: 685: 682:(3): 034605. 681: 677: 673: 666: 664: 660: 655: 648: 646: 642: 635: 631: 628: 627: 623: 620: 612: 609: 606: 603: 600: 597: 594: 591: 588: 585: 582: 579: 576: 573: 570: 567: 564: 561: 558: 555: 552: 549: 546: 543: 540: 537: 534: 531: 528: 525: 522: 519: 516: 513: 510: 507: 504: 501: 498: 495: 492: 489: 486: 483: 480: 477: 476: 475: 468: 461: 459: 456: 453: 448: 446: 442: 433: 428: 427:geosynthetics 424: 421: 418: 415: 412: 409: 406: 403: 402: 401: 399: 391: 386: 383: 380: 377: 374: 371: 370: 369: 367: 363: 359: 351: 346: 343: 340: 338: 335: 333: 330: 328: 325: 322: 321: 320: 313: 308: 305: 303: 300: 298: 295: 292: 291: 290: 284: 282: 280: 276: 268: 266: 264: 260: 256: 248: 244: 241: 238: 234: 231: 229:10% or 30 M m 228: 224: 223:polypropylene 220: 218:25% or 75 M m 217: 213: 210: 208:25% or 75 M m 207: 203: 200: 197: 193: 190: 189: 188: 186: 176: 172: 170: 166: 158:Manufacturing 157: 155: 153: 149: 145: 141: 137: 132: 128: 125:is very low 124: 113: 110: 102: 91: 88: 84: 81: 77: 74: 70: 67: 63: 60: –  59: 58:"Geomembrane" 55: 54:Find sources: 48: 44: 38: 37: 32:This article 30: 26: 21: 20: 1885:Biogeography 1880:Hydrogeology 1870:Soil science 1850:Geochemistry 1609:Infiltration 1591: 1537:Cut and fill 1480:Soil nailing 1346:Permeability 1311:Bulk density 1028:Inclinometer 951:Ram sounding 836: 767: 760: 753: 746: 739: 732: 679: 675: 653: 473: 462:Applications 457: 449: 444: 440: 437: 422: 416: 410: 404: 395: 355: 317: 288: 272: 258: 252: 246: 236: 226: 215: 205: 195: 181: 161: 127:permeability 122: 120: 105: 96: 86: 79: 72: 65: 53: 41:Please help 36:verification 33: 1895:Archaeology 1619:Foundations 1592:Geomembrane 1475:Slurry wall 1414:Water table 1378:Interaction 1374:Structures 1361:Sensitivity 1158:Laboratory 249:3% or 9 M m 239:2% or 6 M m 169:calendering 136:geotextiles 123:geomembrane 1922:Categories 1752:Mitigation 1734:Shear wave 1719:Earthquake 1714:Compaction 1699:Permafrost 1690:Phenomena/ 1587:Geotextile 1512:Embankment 1502:Excavation 1439:Earthworks 1399:Vegetation 1394:Topography 1316:Thixotropy 1306:Void ratio 1289:Properties 1187:Hydrometer 932:Piezometer 852:Core drill 636:References 269:Properties 99:March 2019 69:newspapers 1875:Hydrology 1855:Petrology 1743:analysis 1741:Landslide 1646:Mechanics 1557:Track bed 1542:Fill dirt 1527:Terracing 1100:Trial pit 915:Statnamic 900:Load test 352:Endurance 221:flexible 165:extrusion 144:elastomer 1938:Landfill 1905:Agrology 1794:software 1692:problems 1522:Causeway 1497:Landfill 1424:Subgrade 1341:Porosity 1336:Cohesion 714:27877792 624:See also 445:chemical 392:Lifetime 358:scission 263:coal ash 204:(LLDPE) 150:, or as 1845:Geology 1817:SVSlope 1627:Shallow 1547:Grading 1485:Tieback 1429:Subsoil 1419:Bedrock 1409:Topsoil 1404:Terrain 1197:R-value 1160:testing 910:Dynamic 837:in situ 835:Field ( 705:5099829 684:Bibcode 441:thermal 434:Seaming 362:brittle 297:Density 245:(EPDM) 235:(CSPE) 194:(HDPE) 140:asphalt 83:scholar 1827:Plaxis 1822:UTEXAS 1812:SVFlux 1802:SEEP2D 1654:Forces 1507:Trench 1455:Gabion 1265:Gravel 905:Static 712:  702:  225:(fPP) 214:(PVC) 85:  78:  71:  64:  56:  1807:STABL 1280:Loess 1243:Types 138:with 90:JSTOR 76:books 1632:Deep 1275:Loam 1270:Peat 1260:Sand 1255:Silt 1250:Clay 1235:Soil 937:Well 710:PMID 275:ASTM 185:BGMs 62:news 1517:Cut 826:and 700:PMC 692:doi 443:or 279:ISO 146:or 45:by 1924:: 1776:* 708:. 698:. 690:. 680:16 678:. 674:. 662:^ 644:^ 167:, 142:, 121:A 1380:) 1376:( 839:) 798:e 791:t 784:v 716:. 694:: 686:: 259:~ 247:~ 237:~ 227:~ 216:~ 206:~ 196:~ 112:) 106:( 101:) 97:( 87:· 80:· 73:· 66:· 39:.

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permeability
geotechnical engineering
geotextiles
asphalt
elastomer
polymer sprays
multilayered bitumen geocomposites
extrusion
calendering

BGMs
high-density polyethylene
linear low-density polyethylene
polyvinyl chloride
polypropylene
chlorosulfonated polyethylene
ethylene propylene diene terpolymer
Landfill liners
coal ash

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