Drainage behavior of two-layered water-sealing polymeric systems

In this contribution, the results of development work on testing of water isolation systems to be used in tunnels is reported. For this purpose, a testing system capable of testing rectangular samples having dimensions of 1.0×1.5 m was designed and built. This testing device was able to apply latera...

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Bibliographic Details
Published inPolymer testing Vol. 23; no. 1; pp. 43 - 49
Main Authors Farshad, M, Flüeler, P
Format Journal Article
LanguageEnglish
Published Oxford Elsevier Ltd 01.02.2004
Elsevier
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Summary:In this contribution, the results of development work on testing of water isolation systems to be used in tunnels is reported. For this purpose, a testing system capable of testing rectangular samples having dimensions of 1.0×1.5 m was designed and built. This testing device was able to apply lateral compression up to 2.0 MPa and in-plane shear displacement up to 10 mm on the samples, independently. The contact surface had the same roughness as would occur during grouting of the tunnel rock. The samples were tested for the tunnel environment up to 45 °C. The experiments included short-term and long-term water-tightness as well as drainage capacity tests. The multi-layer water isolation systems consisted of water-tight membrane and surface drainage layers. The sample groups tested included surface drainage layers with knob geometry, irregularly meshed polymeric fibers, and structured mesh. It was found that the knobbed membrane systems had better drainage capacity than other types of drainage materials. To simulate the behavior of the testing system, numerical finite element analysis was performed. Furthermore, a simple theoretical model of the drainage behavior was derived. With the help of this model trends observed in the real experiments were reproduced.
Bibliography:ObjectType-Article-2
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content type line 23
ISSN:0142-9418
1873-2348
DOI:10.1016/S0142-9418(03)00060-6