Page 1 | Search Results | Geosynthetics International

1-6 of 6

Sort by

Sort Order Select

Journal Articles

Tensile and hydraulic properties of geosynthetics after mechanical damage and abrasion laboratory tests

A. Rosete, P. Mendonça Lopes, M. Pinho-Lopes, M.L. Lopes

Geosynthetics International (2014) 21 (4): 285.

https://doi.org/10.1680/gein.14.00015

Published: 01 August 2014

View article titled, Tensile and hydraulic properties of geosynthetics after mechanical damage and abrasion laboratory tests

Add to Citation Manager for Tensile and hydraulic properties of geosynthetics after mechanical damage and abrasion laboratory tests

Journal Articles

Tensile and hydraulic properties of geosynthetics after mechanical damage and abrasion laboratory tests

A. Rosete, P. Mendonça Lopes, M. Pinho-Lopes, M.L. Lopes

Geosynthetics International (2013) 20 (5): 358–374.

https://doi.org/10.1680/gein.13.00022

Published: 01 October 2013

View article titled, Tensile and hydraulic properties of geosynthetics after mechanical damage and abrasion laboratory tests

Add to Citation Manager for Tensile and hydraulic properties of geosynthetics after mechanical damage and abrasion laboratory tests

Journal Articles

Sand-geotextile interface characterisation through monotonic and cyclic direct shear tests

C.S. Vieira, M.L. Lopes, L.M. Caldeira

Geosynthetics International (2013) 20 (1): 26–38.

https://doi.org/10.1680/gein.12.00037

Published: 01 February 2013

View article titled, Sand-geotextile interface characterisation through monotonic and cyclic direct shear tests

Add to Citation Manager for Sand-geotextile interface characterisation through monotonic and cyclic direct shear tests

Journal Articles

Shear Behaviour of Geosynthetics in the Inclined Plane Test – Influence of Soil Particle Size and Geosynthetic Structure

P.C. Lopes, M.L. Lopes, M.P. Lopes

Geosynthetics International (2001) 8 (4): 327–342.

https://doi.org/10.1680/gein.8.0198

Published: 01 January 2001

View article titled, Shear Behaviour of Geosynthetics in the Inclined Plane Test – Influence of Soil Particle Size and Geosynthetic Structure

Add to Citation Manager for Shear Behaviour of Geosynthetics in the Inclined Plane Test – Influence of Soil Particle Size and Geosynthetic Structure

Journal Articles

Soil-Geosynthetic Interaction - Influence of Soil Particle Size and Geosynthetic Structure

M.J. Lopes, M.L. Lopes

Geosynthetics International (1999) 6 (4): 261–282.

https://doi.org/10.1680/gein.6.0153

Published: 01 January 1999

View article titled, Soil-Geosynthetic Interaction - Influence of Soil Particle Size and Geosynthetic Structure

Add to Citation Manager for Soil-Geosynthetic Interaction - Influence of Soil Particle Size and Geosynthetic Structure

Journal Articles

Role of Specimen Geometry, Soil Height, and Sleeve Length on the Pull-Out Behaviour of Geogrids

M.L. Lopes, M. Ladeira

Geosynthetics International (1996) 3 (6): 701–719.

https://doi.org/10.1680/gein.3.0081

Published: 01 January 1996

View article titled, Role of Specimen Geometry, Soil Height, and Sleeve Length on the Pull-Out Behaviour of Geogrids

Add to Citation Manager for Role of Specimen Geometry, Soil Height, and Sleeve Length on the Pull-Out Behaviour of Geogrids

Update search

NARROW

Format

Journal

Type

Issue Section

Date

Availability

Tensile and hydraulic properties of geosynthetics after mechanical damage and abrasion laboratory tests

Tensile and hydraulic properties of geosynthetics after mechanical damage and abrasion laboratory tests

Sand-geotextile interface characterisation through monotonic and cyclic direct shear tests

Shear Behaviour of Geosynthetics in the Inclined Plane Test – Influence of Soil Particle Size and Geosynthetic Structure

Soil-Geosynthetic Interaction - Influence of Soil Particle Size and Geosynthetic Structure

Role of Specimen Geometry, Soil Height, and Sleeve Length on the Pull-Out Behaviour of Geogrids

Email alerts