New procedure for measuring adherence between a geosynthetic material and a bituminous mixture

D. Zamora-Barraza; M. Calzada-Peréz; D. Castro-Fresno; A. Vega-Zamanillo

doi:10.1016/j.geotexmem.2009.12.010

New procedure for measuring adherence between a geosynthetic material and a bituminous mixture

D. Zamora-Barraza, M. Calzada-Peréz, D. Castro-Fresno, A. Vega-Zamanillo

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

67 Citations (Scopus)

Abstract

The aim of this investigation was to analyze the adherence between two layers of bituminous mixture when a geosynthetic material is placed between them. A new monotonic test procedure was developed that enables the evaluation of the influence of the binder type and content, and the typology of the geosynthetic material used. The validity of the procedure was demonstrated using dynamic tests. The results confirmed that highest adherence between layers is obtained through geogrids, with optimal residual binder content of 0.30 kg/m2. In contrast, the tests with geotextiles were found to be less sensitive to binder content, with lower shear resistance for higher contents of binder.

Original language	English
Pages (from-to)	483-489
Number of pages	7
Journal	Geotextiles and Geomembranes
Volume	28
Issue number	5
Early online date	12 Jan 2010
DOIs	https://doi.org/10.1016/j.geotexmem.2009.12.010
Publication status	Published - Oct 2010
Externally published	Yes

Keywords

Bituminous mixture
Geosynthetic
Adherence
Interlayer

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10.1016/j.geotexmem.2009.12.010

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abstract = "The aim of this investigation was to analyze the adherence between two layers of bituminous mixture when a geosynthetic material is placed between them. A new monotonic test procedure was developed that enables the evaluation of the influence of the binder type and content, and the typology of the geosynthetic material used. The validity of the procedure was demonstrated using dynamic tests. The results confirmed that highest adherence between layers is obtained through geogrids, with optimal residual binder content of 0.30 kg/m2. In contrast, the tests with geotextiles were found to be less sensitive to binder content, with lower shear resistance for higher contents of binder.",

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AU - Zamora-Barraza, D.

AU - Calzada-Peréz, M.

AU - Castro-Fresno, D.

AU - Vega-Zamanillo, A.

PY - 2010/10

Y1 - 2010/10

N2 - The aim of this investigation was to analyze the adherence between two layers of bituminous mixture when a geosynthetic material is placed between them. A new monotonic test procedure was developed that enables the evaluation of the influence of the binder type and content, and the typology of the geosynthetic material used. The validity of the procedure was demonstrated using dynamic tests. The results confirmed that highest adherence between layers is obtained through geogrids, with optimal residual binder content of 0.30 kg/m2. In contrast, the tests with geotextiles were found to be less sensitive to binder content, with lower shear resistance for higher contents of binder.

AB - The aim of this investigation was to analyze the adherence between two layers of bituminous mixture when a geosynthetic material is placed between them. A new monotonic test procedure was developed that enables the evaluation of the influence of the binder type and content, and the typology of the geosynthetic material used. The validity of the procedure was demonstrated using dynamic tests. The results confirmed that highest adherence between layers is obtained through geogrids, with optimal residual binder content of 0.30 kg/m2. In contrast, the tests with geotextiles were found to be less sensitive to binder content, with lower shear resistance for higher contents of binder.

KW - Bituminous mixture

KW - Geosynthetic

KW - Adherence

KW - Interlayer

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DO - 10.1016/j.geotexmem.2009.12.010

M3 - Article

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SP - 483

EP - 489

JO - Geotextiles and Geomembranes

JF - Geotextiles and Geomembranes

IS - 5

ER -

New procedure for measuring adherence between a geosynthetic material and a bituminous mixture

Abstract

Keywords

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