STP1379

    Tensile Strength and Clamping of Geogrids

    Published: Jan 2000


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    Abstract

    Through the development and application of high strength geosyntetics, the problem of clamping during the tensile test has become an important theme. The construction of clamping systems is decisive for obtaining a value as close as possible to true tensile strength. For this purpose the theoretical demands on an ideal clamping system are depicted and the development stages of the clamps are shown. The results of tensile tests with different clamping systems are given in Table 1. Infrared images are given to show stress/strain inhomogenity.

    Keywords:

    Geogrids, Tensile strength, Testing, Creep


    Author Information:

    Müller-Rochholz, J
    Professor, Dr.-Ing., University of Applied Sciences Münster and Institut für textile Bau- und Umwelttechnik GmbH, Greven,

    Recker, C
    Dipl.-Ing., Institut für textile Bau- und Umwelttechnik GmbH, Greven,


    Paper ID: STP13469S

    Committee/Subcommittee: D35.01

    DOI: 10.1520/STP13469S


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