Noureddine Hamdi
Current Organizations / Institutes
The organizations/institutes from the scholar's latest article
Previous Organizations / Institutes
The organizations / institutes from the scholar's other articles in the past ten years
Research Subjects
Research Interests
Noureddine Hamdi has a total of 25 co-authors. Here are the top co-authors by number of shared publications:
E. Srasra
Laboratoire Physico-chimique des Matériaux Minérales et leurs Applications Centre national des recherches en science des matériaux, Borj Cedria Techno-Park B.P.73 – 8020, Soliman, Tunisia
4 shared publicationsEzzeddine Srasra
Laboratory of Composite Materials and Clay Minerals, National Center for Research in Materials Sciences (CNRSM), Soliman, Tunisia
3 shared publicationsA. Kriaa
Technopole de Borj Cédria
1 shared publication- Abdelkader Mabrouk
Department of Civil Engineering, College of Engineering, Northern Border University, Arar, Saudi Arabia
1 shared publication Abdelkader Ouakouak
Research Laboratory in Subterranean and Surface Hydraulics, University of Biskra, Biskra, Algeria
1 shared publication- Abdelkader Ouakouak
Research Laboratory in Subterranean and Surface Hydraulics, University of Biskra, PO Box 145, Biskra 07000, Algeria
1 shared publication
Latest Publications
- Open Access
- 4 June 2025
- Published by Engineering, Technology & Applied Science Research in Engineering, Technology & Applied Science Research
- Vol. 15 (3) , 23415-23421
A Study of an Experimental Design Methodology for the Removal of Cadmium from Polluted Wastewater via the Electrocoagulation Process using Solar Energy
The aim of this study was to optimize several parameters that affect the Electrocoagulation (EC) process of Cadmium (Cd) from polluted wastewater. To estimate the contribution of each parameter to the overall removal process, an experimental design methodology was employed. System performance was optimized using Response Surface Methodology (RSM), focusing on key factors, such as pH, amperage, and salt (NaCl) concentration. Minitab 19 software was utilized to develop a full model equation, including the main effects and interactions between the variables. The analysis revealed that pH and amperage were the most influential factors, contributing 43.04% and 26.27%, respectively, to system efficiency. The optimal parameter range for achieving a yield (above 95%) was identified through response contour plots and interaction analyses: pH ranged between 6.9 and 11, amperage between 300 and 500 mA, and salt concentration between 0.1 and 0.6 g/L. Further refinement of these ranges was visualized using response surface diagrams and the Box-Behnken design. Practical experiments were conducted using the optimized values (pH = 6.2, amperage = 280 mA, salt = 0.46 g/L), and the results were compared to the theoretical model. A minimal error margin of less than 2% between the practical and statistical results validated the model's accuracy.
- 4 June 2025
- Published by Engineering, Technology & Applied Science Research in Engineering, Technology & Applied Science Research
- Vol. 15 (3) , 23415-23421
Open AccessA Study of an Experimental Design Methodology for the Removal of Cadmium from Polluted Wastewater via the Electrocoagulation Process using Solar Energy
The aim of this study was to optimize several parameters that affect the Electrocoagulation (EC) process of Cadmium (Cd) from polluted wastewater. To estimate the contribution of each parameter to the overall removal process, an experimental design methodology was employed. System performance was optimized using Response Surface Methodology (RSM), focusing on key factors, such as pH, amperage, and salt (NaCl) concentration. Minitab 19 software was utilized to develop a full model equation, including the main effects and interactions between the variables. The analysis revealed that pH and amperage were the most influential factors, contributing 43.04% and 26.27%, respectively, to system efficiency. The optimal parameter range for achieving a yield (above 95%) was identified through response contour plots and interaction analyses: pH ranged between 6.9 and 11, amperage between 300 and 500 mA, and salt concentration between 0.1 and 0.6 g/L. Further refinement of these ranges was visualized using response surface diagrams and the Box-Behnken design. Practical experiments were conducted using the optimized values (pH = 6.2, amperage = 280 mA, salt = 0.46 g/L), and the results were compared to the theoretical model. A minimal error margin of less than 2% between the practical and statistical results validated the model's accuracy.
- 2 November 2023
- Published by Springer Nature in Euro-Mediterranean Journal for Environmental Integration
- Vol. 9 (1) , 355-376
The geoenvironmental factors influencing slope failures in the Majerda basin, Algerian-Tunisian border
- 2 November 2023
- Published by Springer Nature in Euro-Mediterranean Journal for Environmental Integration
- Vol. 9 (1) , 355-376
The geoenvironmental factors influencing slope failures in the Majerda basin, Algerian-Tunisian border
- Open Access
- 25 March 2023
- Published by Elsevier in Desalination and Water Treatment
- Vol. 284, 165-174
Synthesis and characterization of geopolymer foams from mineral wastes: application as adsorbent for Cu(II) and Pb(II) ions from aqueous solutions
- 25 March 2023
- Published by Elsevier in Desalination and Water Treatment
- Vol. 284, 165-174
Open AccessSynthesis and characterization of geopolymer foams from mineral wastes: application as adsorbent for Cu(II) and Pb(II) ions from aqueous solutions
- 17 October 2022
- Published by Allerton Press in Journal of Water Chemistry and Technology
- Vol. 44 (5) , 327-334
Removal of Diclofenac Sodium Using Synthetic Faujasite from Natural Clay
In this study, the removal of Diclofenac sodium (DIC) from water medium was performed using synthetic FAU-X zeolite. The zeolitic material has been synthes
- 17 October 2022
- Published by Allerton Press in Journal of Water Chemistry and Technology
- Vol. 44 (5) , 327-334
Removal of Diclofenac Sodium Using Synthetic Faujasite from Natural Clay
In this study, the removal of Diclofenac sodium (DIC) from water medium was performed using synthetic FAU-X zeolite. The zeolitic material has been synthes
- 1 April 2014
- Vol. 8 (2) , 367-376
Sorption of Tannin from Aqueous Solutions on Organo-Modified Smectite-illite
- 1 April 2014
- Vol. 8 (2) , 367-376
Sorption of Tannin from Aqueous Solutions on Organo-Modified Smectite-illite
- 29 June 2012
- Published by Pleiades Publishing Ltd in Russian Journal of Physical Chemistry A
- Vol. 86 (8) , 1294-1300
Adsorption of methyl orange using activated carbon prepared from lignin by ZnCl2 treatment
- 29 June 2012
- Published by Pleiades Publishing Ltd in Russian Journal of Physical Chemistry A
- Vol. 86 (8) , 1294-1300
Adsorption of methyl orange using activated carbon prepared from lignin by ZnCl2 treatment
- 4 May 2012
- Published by Pleiades Publishing Ltd in Geochemistry International
- Vol. 50 (5) , 447-454
Determination of point of zero charge of PILCS with single and mixed oxide pillars prepared from Tunisian-smectite
Different pillared interlayer clays (PILCs) with single oxide pillars of Cr and Al and mixed oxide pillars of these metals have been prepared from a Tunisian purified smectite (Hp): Several Al/metal, OH/metal and metal/clay ratios were used in order to investigate the effect on the chemical and physical properties, specifically the point of zero charge of the synthesized pillared clays. These chromium pillared clays compounds at n meq (Nitrate) and at n meq (Chlorite) are noted pillared clay and pillared clays $Hp(20,40,60)_{NO_3 } $ and Hp(20,40,60)Cl. The structure of the pillared materials are studied by XRD and cationic exchange capacity, the textural property are investigated by the specific surface area SBET. The acid-base chemistry “surface acidity” of these products was analysed by using acid-base potentiometric in order to determine the PZC of each sample. The resulting materials exhibited basal spacings in the range of 13.96–21.13 Å, with high surface areas (10.58–198 m2 g−1). Pillared clays prepared from Tunisian purified smectite showed an increase of basal spacings and surface areas. A relatively strong interaction between metal and aluminium in the pillars was observed. The samples are studied by acid-base potentiometric. This experimental method is used to determine the point of zero charge (PZC). The PZC values of the edge sites are 8.2 for Tunisian purified smectite and 6.8; 5.9; 5.19; 6.84; 5.86; 5.73; 6.78; 7.56 for the differents samples respectively: $Hp(20,40,60meq)_{NO_3 } $ Hp(20,40,60meq)Cl; Hp-Cr/Al; Hp-Al.- 4 May 2012
- Published by Pleiades Publishing Ltd in Geochemistry International
- Vol. 50 (5) , 447-454
Determination of point of zero charge of PILCS with single and mixed oxide pillars prepared from Tunisian-smectite
Different pillared interlayer clays (PILCs) with single oxide pillars of Cr and Al and mixed oxide pillars of these metals have been prepared from a Tunisian purified smectite (Hp): Several Al/metal, OH/metal and metal/clay ratios were used in order to investigate the effect on the chemical and physical properties, specifically the point of zero charge of the synthesized pillared clays. These chromium pillared clays compounds at n meq (Nitrate) and at n meq (Chlorite) are noted pillared clay and pillared clays $Hp(20,40,60)_{NO_3 } $ and Hp(20,40,60)Cl. The structure of the pillared materials are studied by XRD and cationic exchange capacity, the textural property are investigated by the specific surface area SBET. The acid-base chemistry “surface acidity” of these products was analysed by using acid-base potentiometric in order to determine the PZC of each sample. The resulting materials exhibited basal spacings in the range of 13.96–21.13 Å, with high surface areas (10.58–198 m2 g−1). Pillared clays prepared from Tunisian purified smectite showed an increase of basal spacings and surface areas. A relatively strong interaction between metal and aluminium in the pillars was observed. The samples are studied by acid-base potentiometric. This experimental method is used to determine the point of zero charge (PZC). The PZC values of the edge sites are 8.2 for Tunisian purified smectite and 6.8; 5.9; 5.19; 6.84; 5.86; 5.73; 6.78; 7.56 for the differents samples respectively: $Hp(20,40,60meq)_{NO_3 } $ Hp(20,40,60meq)Cl; Hp-Cr/Al; Hp-Al.- 1 April 2012
- Published by Elsevier in Journal of Environmental Sciences
- Vol. 24 (4) , 617-623
Removal of phosphate ions from aqueous solution using Tunisian clays minerals and synthetic zeolite
- 1 April 2012
- Published by Elsevier in Journal of Environmental Sciences
- Vol. 24 (4) , 617-623
Removal of phosphate ions from aqueous solution using Tunisian clays minerals and synthetic zeolite
- 1 April 2008
- Published by Allerton Press in Surface Engineering and Applied Electrochemistry
- Vol. 44 (2) , 146-153
Interaction between clay soils and acidic wastewater: Textural and structural evolution
This paper reports the interaction between clay and acidic wastewater (pH = 2.7 and rich in F−, PO 4 3− , Cl−, etc.). However, this work investigates the structural and textural evolution after the leachate permeability test of clay soils from three potentials sites for acid effluents storage in the south of Tunisia (soil 1, soil 2, and soil 3). We can notice that the coefficient of permeability decreases according to the time in the case of soil 1 and soil 2 and increase from 6.8 × 10−10 to 1.1 × 10−8 m/s for soil 3. The textural changes for the three varieties of clay soils obtained after the leachate permeability test were studied through nitrogen gas adsorption at liquid nitrogen temperature; we determined the specific surface areas (SBET) and total pore and micropore volume. The textural study data have indicated that soil 1 had the lowest textural properties with a pore volume in the 0.06–0.09 cm3 g−1 ranges and with a surface area (SBET) varying between 35.4 and 47.4 m2 g−1. A detailed structural and morphologic modification were undertaken by scanning electron microscopy (SEM) equipped with energy-dispersive spectroscopy (EDS); their results show that soil 1 and soil 2 are able to uptake the noxious elements. By comparison, the selectivity of the elimination of these elements is in the order F > P > S for soil 1. The quantitative analysis of anions shows that the sorption capacity of fluoride for soil 1 is about 60 mg/g and is much higher compared to others anions.
- 1 April 2008
- Published by Allerton Press in Surface Engineering and Applied Electrochemistry
- Vol. 44 (2) , 146-153
Interaction between clay soils and acidic wastewater: Textural and structural evolution
This paper reports the interaction between clay and acidic wastewater (pH = 2.7 and rich in F−, PO 4 3− , Cl−, etc.). However, this work investigates the structural and textural evolution after the leachate permeability test of clay soils from three potentials sites for acid effluents storage in the south of Tunisia (soil 1, soil 2, and soil 3). We can notice that the coefficient of permeability decreases according to the time in the case of soil 1 and soil 2 and increase from 6.8 × 10−10 to 1.1 × 10−8 m/s for soil 3. The textural changes for the three varieties of clay soils obtained after the leachate permeability test were studied through nitrogen gas adsorption at liquid nitrogen temperature; we determined the specific surface areas (SBET) and total pore and micropore volume. The textural study data have indicated that soil 1 had the lowest textural properties with a pore volume in the 0.06–0.09 cm3 g−1 ranges and with a surface area (SBET) varying between 35.4 and 47.4 m2 g−1. A detailed structural and morphologic modification were undertaken by scanning electron microscopy (SEM) equipped with energy-dispersive spectroscopy (EDS); their results show that soil 1 and soil 2 are able to uptake the noxious elements. By comparison, the selectivity of the elimination of these elements is in the order F > P > S for soil 1. The quantitative analysis of anions shows that the sorption capacity of fluoride for soil 1 is about 60 mg/g and is much higher compared to others anions.
- 5 February 2008
- Published by Springer Nature in Bulletin of Engineering Geology and the Environment
- Vol. 67 (2) , 245-249
Comparison of three Tunisian clayey soils for containing acid waste
- 5 February 2008
- Published by Springer Nature in Bulletin of Engineering Geology and the Environment
- Vol. 67 (2) , 245-249
Comparison of three Tunisian clayey soils for containing acid waste