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

I. Gonzalez-Torre; M.A. Calzada-Perez; A. Vega-Zamanillo; D. Castro-Fresno

doi:10.1016/j.geotexmem.2015.04.001

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

I. Gonzalez-Torre
, M.A. Calzada-Perez
, A. Vega-Zamanillo
, D. Castro-Fresno

Universidad de Cantabria

Research output: Contribution to journal › Article › peer-review

43 Citations (Scopus)

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.

Original language	English
Pages (from-to)	345-350
Number of pages	6
Journal	Geotextiles and Geomembranes
Volume	43
Issue number	4
Early online date	7 May 2015
DOIs	https://doi.org/10.1016/j.geotexmem.2015.04.001
Publication status	Published - Aug 2015
Externally published	Yes

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10.1016/j.geotexmem.2015.04.001

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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. ",

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AU - Gonzalez-Torre, I.

AU - Calzada-Perez, M.A.

AU - Vega-Zamanillo, A.

AU - Castro-Fresno, D.

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AB - 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.

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DO - 10.1016/j.geotexmem.2015.04.001

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JO - Geotextiles and Geomembranes

JF - Geotextiles and Geomembranes

IS - 4

ER -

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

Abstract

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