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Experimental study of the behaviour of different geosynthetics as anti-reflective cracking systems using a combined-load fatigue test

Abstract: A comparison between six different geosynthetics used to control reflective cracking is reported. The laboratory study involved a cyclic load test that combined two loads with different frequencies and amplitudes. Two characteristics are considered: the type of geosynthetic and the secant modulus. The results indicate that the type of the geosynthetic is critical to the long-term behaviour of the system.

 Fuente: Geotextiles and Geomembranes 43 (2015), 345-350

Editorial: Elsevier Ltd

 Fecha de publicación: 07/05/2015

Nº de páginas: 6

Tipo de publicación: Artículo de Revista

 DOI: 10.1016/j.geotexmem.2015.04.001

ISSN: 0266-1144,1879-3584

Proyecto español: IPT-370000-2010-029 ; National Plan for Scientific Research, Development and Innovation 2008-2011 (INNPACTO 2010)

Url de la publicación: http://dx.doi.org/10.1016/j.geotexmem.2015.04.001