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Geosynthetic barrier

Melchior, S. (2002), Field stndies and excavations of geosynthetic clay liners in landfill covers. In Clay Geosynthetic Barriers. Zanzinger, Koerner and Gartung (Eds.). A.A. Balkema PnbUshers. Lisse. ISBN 90 5809 380 8, pp. 321-330. [Pg.345]

Determining the Resistance of Polymeric Geosynthetic Barriers to Environmental Stress Cracking. [Pg.96]

Hsuan YG and Koemer RM (2002) Durability and lifetime of polymer fibers with respect to reinforced geosynthetic clay barriers i.e. reinforced GCLs. In Zan-zinger H et al. (eds) Clay Geosynthetic Barriers. A.A. Balkema Publishers, Lisse, The Netherlands, pp 73-86... [Pg.329]

EN 13719 2002 Geotextiles and Geotextile-Related Products - Determination of the Long-term Protection Efficiency of Geotextiles in Contact with Geosynthetic Barriers... [Pg.470]

E. Kavazanjian, Jr., N. Dixion, T. Katsumi, A. Kortegast, P. Legg and H. Zanziger Geosynthetic barriers for environmental protection of landfill, Proc. Int. Conf. Ceosyrir-thetics, Yokohama, Japan (2006), pp. 121-152. [Pg.598]

EN 13719 2002, Geotextiles and geotextile-related products. Determination of the long term protection efficiency of geotextiles in contact with geosynthetic barriers. [Pg.208]

ISO 10769 Clay geosynthetic barriers — Determination of water absorption of bentonite... [Pg.101]

A steel ball with a mass of 1 kg is used to simulate the impact damage on a lead plate protected with a GTX test specimen using a faUing head of 1 m. The result is used to determine the protection efficiency of a geosynthetic to prevent a geosynthetic barrier against impact damage (Table 7.14 and Fig. 7.19). [Pg.141]

See other pages where Geosynthetic barrier is mentioned: [Pg.1119]    [Pg.317]    [Pg.147]    [Pg.147]   
See also in sourсe #XX -- [ Pg.147 , Pg.148 ]

See also in sourсe #XX -- [ Pg.147 , Pg.148 ]



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Geosynthetics

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