dr. ir. Gemmina Di Emidio

Faculty of Engineering and Architecture > Department of Civil engineering

Work address: Technologiepark Zwijnaarde 904
9052 Zwijnaarde
Email: Gemmina.DiEmidio@UGent.be

Show Sort by

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.
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
- 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
- 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
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
- 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
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
Inverse determination of saturated and relative permeability with a bench-scale centrifuge

Kison Pavol, Benny Malengier (UGent) , Gemmina Di Emidio (UGent) , Herman Peiffer (UGent) and Roger Van Keer (UGent)

(2015) INVERSE PROBLEMS IN SCIENCE AND ENGINEERING. 23(1). p.16-37
Mark
Evaluation of the free–free resonant frequency method to determine stiffness moduli of cement-treated soil

RD Verástegui-Flores, Gemmina Di Emidio (UGent) , Adam Bezuijen (UGent) , Joachim Vanwalleghem (UGent) and Mathias Kersemans (UGent)

(2015) SOILS AND FOUNDATIONS . 55(5). p.943-950

Academic Bibliography

dr. ir. Gemmina Di Emidio

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

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 of a dense prehydrated geosynthetic clay liner

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

Preliminary test on modified clays for seawater resistant drilling fluids

Premiminary tests on modified clays for electrolyte contaminated drilling fluids

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

Inverse determination of saturated and relative permeability with a bench-scale centrifuge

Evaluation of the free–free resonant frequency method to determine stiffness moduli of cement-treated soil

Contents

Support

Contact