Experimental investigation on consistency ...
Document type :
Article dans une revue scientifique: Article original
Permalink :
Title :
Experimental investigation on consistency limits of cement and lime-stabilized marine sediments
Author(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
Journal title :
Environmental Technology
Pages :
1197-1205
Publisher :
Taylor & Francis: STM, Behavioural Science and Public Health Titles
Publication date :
2012-05
ISSN :
0959-3330
HAL domain(s) :
Sciences de l'ingénieur [physics]
English abstract : [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 ...
Show more >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.Show less >
Show more >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.Show less >
Language :
Anglais
Peer reviewed article :
Oui
Audience :
Internationale
Popular science :
Non
Source :
Submission date :
2025-02-26T09:40:35Z