M.I.M. Pinto
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Journal Articles

A full-scale trial embankment construction with soil reinforced with short randomly distributed polypropylene microfibres

I.M.C.F.G. Falorca, L.M.F. Gomes, M.I.M. Pinto
Journal: Geosynthetics International
Geosynthetics International (2011) 18 (5): 280–288.
https://doi.org/10.1680/gein.2011.18.5.280
Published: 01 October 2011
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Journal Articles

Effect of short, randomly distributed polypropylene microfibres on shear strength behaviour of soils

I.M.C.F.G. Falorca, M.I.M. Pinto
Journal: Geosynthetics International
Geosynthetics International (2011) 18 (1): 2–11.
https://doi.org/10.1680/gein.2011.18.1.2
Published: 01 February 2011
View article titled, Effect of short, randomly distributed polypropylene microfibres on shear strength behaviour of soils
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Journal Articles

Strain-hardening behaviour of fibre-reinforced sand in view of filament geometry

I.M.C.F.G. Falorca, M.I.M. Pinto
Journal: Geosynthetics International
Geosynthetics International (2010) 17 (1): 56–58.
https://doi.org/10.1680/gein.2010.17.1.56
Published: 01 February 2010
View article titled, Strain-hardening behaviour of fibre-reinforced sand in view of filament geometry
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Journal Articles

Effect of the Foundation Quality on a Geotextile-Reinforced, Brick-Faced Soil Retaining Wall

M.I.M. Pinto, T.W. Cousens
Journal: Geosynthetics International
Geosynthetics International (2000) 7 (3): 217–242.
https://doi.org/10.1680/gein.7.0173
Published: 01 January 2000
View article titled, Effect of the Foundation Quality on a Geotextile-Reinforced, Brick-Faced Soil Retaining Wall
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Journal Articles

Modelling a Geotextile-Reinforced, Brick-Faced Soil Retaining Wall

M.I.M. Pinto, T.W. Cousens
Journal: Geosynthetics International
Geosynthetics International (1999) 6 (5): 417–447.
https://doi.org/10.1680/gein.6.0159
Published: 01 January 1999
View article titled, Modelling a Geotextile-Reinforced, Brick-Faced Soil Retaining Wall
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