TY - JOUR A1 - Müller, Werner A1 - Seeger, Stefan T1 - Requirements for Leak Monitoring Systems for HDPE Geomembrane Landfill Liners JF - Land Contamination & Reclamation KW - Electric leak monitoring system KW - Landfill lining KW - HDPE geomembrane KW - Leaks and holes PY - 2002 DO - https://doi.org/10.2462/09670513.610 SN - 0967-0513 VL - 10 IS - 2 SP - 91 EP - 99 PB - EPP Publ. CY - Richmond AN - OPUS4-1473 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Seeger, Stefan A1 - Müller, Werner T1 - Requirements and Testing of Protective Layer Systems for Geomembranes JF - Geotextiles and Geomembranes N2 - Geomembranes used in basal liner systems of landfills must not be damaged by the coarse gravel of the standard drainage layer. Therefore, the geomembrane must be protected against mechanical damage and strain by means of a suitable protective layer. The main requirements for this protective layer as well as the long-term durability of the mineral and geotextile components are compiled in the guideline recently released by German authorities. An overview is given on the existing types of protective layer systems with the state-of-the-art testing, the requirements and selected results of related research programs. PY - 1996 SN - 0266-1144 VL - 14 IS - 7-8 SP - 365 EP - 376 PB - Elsevier CY - Amsterdam AN - OPUS4-7583 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Seeger, Stefan A1 - Müller, Werner T1 - Requirements and testing of protective layer systems for geomembranes T2 - Proceedings of the 9th GRI Conference, Geosynthetics in Infrastructure T2 - 9th GRI Conference, Geosynthetics in Infrastructure - Enhancement and Remediation CY - Philadelphia, PA, USA DA - 1995-12-12 PY - 1995 SP - 175 EP - 184 CY - Philadelphia AN - OPUS4-7578 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - GEN A1 - Thies, Martina A1 - Gerloff, Constantin A1 - Müller, Werner A1 - Seeger, Stefan ED - Koerner, R. ED - Gartung, E. ED - Zanzinger, H. T1 - Long-term shear testing of geosynthetic clay liners T2 - Clay geosynthetic barriers T2 - International Symposium [on Clay Geosynthetic Barriers] IS CY - Nuremberg, Germany DA - 2002-04-16 PY - 2002 SN - 90-5809-380-8 SP - 97 EP - 104 PB - Balkema CY - Lisse AN - OPUS4-1362 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - GEN A1 - Müller, Werner A1 - Seeger, Stefan A1 - Thies, Martina A1 - Gerloff, Constantin ED - Floss, R. T1 - Long-Term Shear Strength of Multilayer Geosynthetics T2 - Geotechnical engineering with geosynthetics - proceedings of the Third European Geosynthetics Conference T2 - 3rd European Geosynthetics Conference "EuroGeo 3" - Geotechnical Engineering with Geosynthetics CY - Munich, Germany DA - 2004-03-01 PY - 2004 SN - 3-00-013305-4 VL - II SP - 429 EP - 434 PB - Deutsche Gesellschaft für Geotechnik CY - München AN - OPUS4-3326 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Müller, Werner A1 - Jakob, Ines A1 - Seeger, Stefan A1 - Tatzky-Gerth, Renate T1 - Long-term shear strength of geosynthetic clay liners JF - Geotextiles and Geomembranes N2 - Geosynthetic clay liners (GCLs) often have a sandwich-like multilayer structure, e.g. bentonite encased between two geotextile layers connected by fibers or yarns, either by needle-punching or stitch-bonding. Therefore, the internal shear strength of the GCL depends on the strength of reinforcing fiber bundles or yarns and their anchoring strength in the cover and carrier geotextiles. When used on long and steep slopes and covered with thick soil layers, the GCL is permanently exposed to a combined action of compressive and shear stress. Such load conditions are characteristic for landfill covers and the slope stability of the overall cover system in the long run strongly depends on the long-term internal shear strength of the GCL. A new test method was developed to study this long-term shear behavior. The focus was not only on creep, as it is normally done, but on aging effects. The shear test devices allow the measurement of creep curves and times-to-failure at elevated temperatures in different media (tap water and de-ionized water). In this publication, the main findings of the experiments on needle-punched GCLs with and without thermal treatment are summarized. Tap water as a test medium was essential to ensure sodium to calcium ion exchange in the bentonite layer. Under this condition extremely long test durations without failure were achieved. Sliding failure occurred when de-ionized water was used. Two failure modes were observed: brittle failure of the GCLs with thermal treatment and slow disentanglement of fiber bundles for untreated GCLs. Short-term shear strength (e.g. peel strength) is unrelated to the actual long-term shear strength, i.e. to the times-to-failure achieved in long-term shear strength test. Hence, short-term shear strength alone will not provide reliable dimensioning data for product design and choice of resins. Therefore, the often suggested approach, namely, restriction to short-term tests only and application of factors of safety, is challenged by these results. KW - Geosynthetic clay liner KW - Shear strength KW - Oxidative resistance KW - Test methods KW - Long-term testing PY - 2008 DO - https://doi.org/10.1016/j.geotexmem.2007.08.001 SN - 0266-1144 VL - 26 IS - 2 SP - 130 EP - 144 PB - Elsevier CY - Amsterdam AN - OPUS4-16710 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Seeger, Stefan A1 - Böhm, Hans A1 - Söhring, Guido A1 - Müller, Werner ED - Cancelli, A. T1 - Long term testing of geomembranes and geotextiles under shear stress T2 - Proceedings of the Second European Geosynthetics Conference T2 - 2nd European Geosynthetics Conference ; 2nd EuroGeo 2000 CY - Bologna, Italy DA - 2000-10-15 KW - Geomembranes KW - Geotextiles PY - 2000 SN - 88-555-2560-3 VL - 2 SP - 607 EP - 612 PB - Pàtron CY - Bologna AN - OPUS4-854 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - GEN A1 - Seeger, Stefan A1 - Müller, Werner A1 - Mohr, Kerstin ED - Delmas, P. T1 - Long term tensile testing of polyolefin fibers in geotextiles T2 - Geosynthetics / Vol. 4 Properties of geosynthetics T2 - 7th International Conference on Geosynthetics (ICG) CY - Nice, France DA - 2002-09-22 PY - 2002 SN - 90-5809-529-0 VL - 4 SP - 1459 EP - 1462 PB - Balkema CY - Lisse AN - OPUS4-1532 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - GEN A1 - Seeger, Stefan A1 - Müller, Werner ED - de Groot, M. T1 - Limits of stress and strain: Design criteria for protective layers for geomembranes in landfill liner systems T2 - Geosynthetics : applications, design and construction T2 - 1st European Geosynthetics Conference (EUROGEO 1) CY - Maastricht, The Netherlands DA - 1996-09-30 PY - 1996 SN - 90-5410-836-3 SP - 153 EP - 157 PB - Balkema CY - Rotterdam AN - OPUS4-7575 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - RPRT A1 - Seeger, Stefan A1 - Müller, Werner T1 - Langzeitscherfestigkeit strukturierter Dichtungsbahnen N2 - In einem von der Firma GSE Lining Technology GmbH geförderten F+E-Vorhaben wurde die Langzeitscherfestigkeit und die Oxidationsstabilität von deren strukturierten PE-HD- Dichtungsbahnen untersucht. Bei diesen strukturierten Dichtungsbahnen wird das Strukturmaterial in einem eigenen Arbeitsgang aufgebracht. Das PE-HD-Material der Grundbahn war in allen Fällen Vestolen A 3512 R. Für das Strukturmaterial wurden die PE- LLD-Werkstoffe Ladene 118 N mit zwei Rußbatches (Proben 229/1 und 229/2) und Dowlex 2045 E mit zwei Rußbatches (Proben 229/3 und 229/4) verwendet. Die Langzeitscherfestigkeit wurde in Zeitstand-Scherversuchen in Wasser bei 80 °C getestet und dabei auch die Veränderung der OIT Werte von Grundbahn und Strukturmaterial gemessen. Die Oxidationsstabilität des Strukturmaterials im Vergleich zur Grundbahn wurde in Autoklavenversuchen an Proben im Wasserbad unter einem Sauerstoffdruck von 20 bar und 80°C geprüft. Nach der Immersion wurde die Veränderung der Reibungsparameter in Scherkastenversuchen ermittelt. T3 - BAM Forschungsberichtreihe - 256 PY - 2001 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-1955 SN - 978-3-89701-736-9 SN - 0938-5533 VL - 256 SP - 1 EP - 34 PB - Wirtschaftsverlag NW CY - Bremerhaven AN - OPUS4-195 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - GEN A1 - Müller, Werner A1 - Seeger, Stefan A1 - Thies, Martina T1 - Langzeit-Scherfestigkeit von Geokunststoffen aus mehreren Komponenten T2 - 11. Braunschweiger Deponie- und Dichtwandseminar 2004 (Mitteilung des Instituts für Grundbau und Bodenmechanik, Technische Universität Braunschweig 74) T2 - 11. Braunschweiger Deponie- und Dichtwandseminar ; 11. Braunschweiger Deponieseminar CY - Braunschweig, Deutschland DA - 2004-03-11 KW - Scherfestigkeit KW - Beständigkeit KW - Geokunststoffe KW - Prüftechnik PY - 2004 UR - http://www.deponie-stief.de/pdf/fachlit_pdf/2004tubs_mueller_scherfestigkeit.pdf SN - 3-927610-65-8 IS - 74 SP - 213 EP - 231 PB - Inst. für Grundbau und Bodenmechanik, TU Braunschweig CY - Braunschweig AN - OPUS4-3361 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Müller, Werner A1 - Seeger, Stefan A1 - Thies, Martina ED - Knipschild, F. W. T1 - Langzeit-Scherfestigkeit von Geokunststoffen aus mehreren Komponenten T2 - 19. Fachtagung - Die sichere Deponie - Sicherung von Deponien und Altlasten mit Kunststoffen T2 - 19. Fachtagung "Die Sichere Deponie" CY - Würzburg, Deutschland DA - 2003-02-13 PY - 2003 IS - 19 SP - L1 EP - L14 PB - SKZ CY - Würzburg AN - OPUS4-2806 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Seeger, Stefan A1 - Müller, Werner A1 - Jakob, Ines A1 - Tatzky-Gerth, Renate A1 - August, Hans T1 - Anforderungen an die Schutzschicht für die Dichtungsbahnen in der Kombinationsdichtung - Teil 1: Wirksamkeit (lastverteilende Wirkung und Beständigkeit), Materialien und Prüfverfahren bei Schutzschichten JF - Müll und Abfall PY - 1995 SN - 0027-2957 SN - 1863-9763 VL - 27 IS - 8 SP - 544 EP - 560 PB - Erich Schmidt CY - Berlin AN - OPUS4-7589 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER -