Experimental investigation on consistency ...
Type de document :
Article dans une revue scientifique: Article original
URL permanente :
Titre :
Experimental investigation on consistency limits of cement and lime-stabilized marine sediments
Auteur(s) :
Wang, Dongxing [Auteur]
Zentar, Rachid [Auteur]
Centre for Materials and Processes [CERI MP - IMT Nord Europe]
Ecole nationale supérieure Mines-Télécom Lille Douai [IMT Nord Europe]
Laboratoire de Génie Civil et Géo-Environnement (LGCgE) - ULR 4515 [LGCgE]
Ecole nationale supérieure Mines-Télécom Lille Douai [IMT Lille Douai]
Abriak, Nor Edine [Auteur]
Xu, Weiya [Auteur]
Hohai University
Zentar, Rachid [Auteur]

Centre for Materials and Processes [CERI MP - IMT Nord Europe]
Ecole nationale supérieure Mines-Télécom Lille Douai [IMT Nord Europe]
Laboratoire de Génie Civil et Géo-Environnement (LGCgE) - ULR 4515 [LGCgE]
Ecole nationale supérieure Mines-Télécom Lille Douai [IMT Lille Douai]
Abriak, Nor Edine [Auteur]
Xu, Weiya [Auteur]
Hohai University
Titre de la revue :
Environmental Technology
Pagination :
1197-1205
Éditeur :
Taylor & Francis: STM, Behavioural Science and Public Health Titles
Date de publication :
2012-05
ISSN :
0959-3330
Discipline(s) HAL :
Sciences de l'ingénieur [physics]
Résumé en anglais : [en]
This paper presents the effects of treatments with cement and lime on the consistency limits of marine sediments dredged from Dunkirk port. The Casagrande percussion test and the fall cone test were used to determine the ...
Lire la suite >This paper presents the effects of treatments with cement and lime on the consistency limits of marine sediments dredged from Dunkirk port. The Casagrande percussion test and the fall cone test were used to determine the liquid limits of raw sediments and treated marine sediments. For the evaluation of the plastic limits, the results of the fall cone test were compared with those obtained by the rolling test method. The relationship between the water contents and the penetration depths for the determination of the liquid limit and the plastic limit was explored. Liquid limits at 15.5mm and plastic limits at 1.55mm seem to be a more appropriate choice for the studied marine sediments compared with the limits determined by other used prediction methods. Finally, the effect of cement treatment and lime treatment on the Casagrande classification of the studied sediments was investigated according to the different prediction results.Lire moins >
Lire la suite >This paper presents the effects of treatments with cement and lime on the consistency limits of marine sediments dredged from Dunkirk port. The Casagrande percussion test and the fall cone test were used to determine the liquid limits of raw sediments and treated marine sediments. For the evaluation of the plastic limits, the results of the fall cone test were compared with those obtained by the rolling test method. The relationship between the water contents and the penetration depths for the determination of the liquid limit and the plastic limit was explored. Liquid limits at 15.5mm and plastic limits at 1.55mm seem to be a more appropriate choice for the studied marine sediments compared with the limits determined by other used prediction methods. Finally, the effect of cement treatment and lime treatment on the Casagrande classification of the studied sediments was investigated according to the different prediction results.Lire moins >
Langue :
Anglais
Comité de lecture :
Oui
Audience :
Internationale
Vulgarisation :
Non
Source :
Date de dépôt :
2025-02-26T09:40:35Z