dr. ir. Gemmina Di Emidio

Faculty of Engineering and Architecture > Department of Civil engineering

Work address: Technologiepark Zwijnaarde 60
9052 Zwijnaarde
Email: Gemmina.DiEmidio@UGent.be

Show Sort by

Mark
- conference
- C1
- open access
Impact of wet-dry cycles on the swelling ability and hydraulic conductivity of a polymer modified bentonite

Michela De Camillis (UGent) , Gemmina Di Emidio (UGent) , Adam Bezuijen (UGent) and Ramiro D. Verastegui Flores

(2018) 11th International Conference on Geosynthetics.
Mark
- bookChapter
Evaluating the effect of fines on hydraulic properties of rammed earth using a bench scale centrifuge

Abdullah Galaa, Benny Malengier (UGent) , Gemmina Di Emidio (UGent) , Herman Peiffer (UGent) , Ramiro Verastegui and Wim Cornelis (UGent)

(2018) Advances in characterization and analysis of expansive soils and rocks. p.205-220
Mark
Effect of wet-dry cycles on polymer treated bentonite in seawater : swelling ability, hydraulic conductivity and crack analysis

Michela De Camillis (UGent) , Gemmina Di Emidio (UGent) , Adam Bezuijen (UGent) , Daniel Verastegui Flores, Jeroen Van Stappen (UGent) and Veerle Cnudde (UGent)

(2017) APPLIED CLAY SCIENCE . 142(11). p.52-59
Mark
- journalArticle
- A1
Lime-stabilisation of high plasticity swelling clay from Ethiopia

Worku Janka Negawo, Gemmina Di Emidio (UGent) , Adam Bezuijen (UGent) , R. Daniel Verastegui Flores and Bertrand François

(2017) EUROPEAN JOURNAL OF ENVIRONMENTAL AND CIVIL ENGINEERING.
Mark
- journalArticle
- A2
- open access
Modified clays for barriers : a review

Gemmina Di Emidio (UGent) , Daniel Verastegui Flores, Francesco Mazzieri and Andrea Dominijanni

(2017) INNOVATIVE INFRASTRUCTURE SOLUTIONS. 2(1).
Mark
- conference
- C1
- open access
Impact of wet-dry cycles on the swell pressure of a polymer modified bentonite and theoretical interpreation of experimental results

Michela De Camillis (UGent) , Gemmina Di Emidio (UGent) , Adam Bezuijen (UGent) , Ramiro Daniel Verastegui-Flores, Andrea Dominjianni and Mario Manassero

(2017) Proceeding of the 19th International Conference on Soil Mechanics and Geotechnical Engineering. p.3115-3118
Mark
- conference
- C3
Modified Clays for Barriers: a Review

Gemmina Di Emidio (UGent)

(2017)
Mark
- conference
- C1
- open access
Wet and dry effect on the hydraulic conductivity of polymer treated GCL prototype

Michela De Camillis (UGent) , Gemmina Di Emidio (UGent) , Adam Bezuijen (UGent) and Ramiro Daniel Verastegui-Flores

(2016) Geo-Chicago 2016, Sustainability, Energy and the Geoenvironment. 1. p.518-527
Mark
Hydraulic conductivity and swelling ability of a polymer modified bentonite subjected to wet dry cycles in seawater

Michela De Camillis (UGent) , Gemmina Di Emidio (UGent) , Adam Bezuijen (UGent) and Ramiro Daniel Verastegui-Flores

(2016) GEOTEXTILES AND GEOMEMBRANES. 44(5). p.739-747
Mark
One-dimensional model for large-strain consolidation in a bench-scale centrifuge

Benny Malengier (UGent) , Herman Peiffer (UGent) and Gemmina Di Emidio (UGent)

(2016) TRANSPORT IN POROUS MEDIA. 114(3). p.675-693
Mark
- conference
- C1
- open access
Hydraulic conductivity and swelling pressure of GCLs using polymer treated clays to high concentration CaCl(2) solutions

J Janssen, Gemmina Di Emidio (UGent) , Verastegui Flores D and Adam Bezuijen (UGent)

(2015) XVI ECSMGE Geotechnical engineering for infrastructure and development, Proceedings. 1. p.2687-2692
Mark
- journalArticle
- A1
- open access
Hydraulic conductivity of a dense prehydrated geosynthetic clay liner

Francesco Mazzieri and Gemmina Di Emidio (UGent)

(2015) GEOSYNTHETICS INTERNATIONAL. 22(1). p.138-148
Mark
- conference
- C1
- open access
Premiminary tests on modified clays for electrolyte contaminated drilling fluids

Davina den Hamer (UGent) , Gemmina Di Emidio (UGent) , Adam Bezuijen (UGent) and Daniel Verastegui Flores

(2015) Internationales Leitungsbausymposium No Dig Berlin 2015, Proceedings. p.1-14
Mark
- journalArticle
- A2
- open access
Non-destructive evaluation of stiffness moduli of cemented soil out of resonant frequency

Ramiro Verastegui Flores (UGent) , Gemmina Di Emidio (UGent) , Adam Bezuijen (UGent) , Joachim Vanwalleghem (UGent) and Mathias Kersemans (UGent)

(2015) SOILS AND FOUNDATIONS. 55(5).
Mark
- conference
- C1
- open access
Preliminary test on modified clays for seawater resistant drilling fluids

Davina den Hamer (UGent) , Gemmina Di Emidio (UGent) , Adam Bezuijen (UGent) and Verastegui Flores D

(2015) XVI ECSMGE Geotechnical engineering for infrastructure and development, Proceedings. 1. p.1267-1272

Academic Bibliography

dr. ir. Gemmina Di Emidio

Impact of wet-dry cycles on the swelling ability and hydraulic conductivity of a polymer modified bentonite

Evaluating the effect of fines on hydraulic properties of rammed earth using a bench scale centrifuge

Effect of wet-dry cycles on polymer treated bentonite in seawater : swelling ability, hydraulic conductivity and crack analysis

Lime-stabilisation of high plasticity swelling clay from Ethiopia

Modified clays for barriers : a review

Impact of wet-dry cycles on the swell pressure of a polymer modified bentonite and theoretical interpreation of experimental results

Modified Clays for Barriers: a Review

Wet and dry effect on the hydraulic conductivity of polymer treated GCL prototype

Hydraulic conductivity and swelling ability of a polymer modified bentonite subjected to wet dry cycles in seawater

One-dimensional model for large-strain consolidation in a bench-scale centrifuge

Hydraulic conductivity and swelling pressure of GCLs using polymer treated clays to high concentration CaCl(2) solutions

Hydraulic conductivity of a dense prehydrated geosynthetic clay liner

Premiminary tests on modified clays for electrolyte contaminated drilling fluids

Non-destructive evaluation of stiffness moduli of cemented soil out of resonant frequency

Preliminary test on modified clays for seawater resistant drilling fluids

Contents

Support

Contact