This paper presents the results of experimental research into the effects of lime and/or cement stabilisation on the plasticity of clayey sediments dredged from the Port of Taranto (Italy). The general aim of the research is to study the effect of artificial stabilisation on the physical properties and behaviour of this material in order to choose the best option for its re-use. After a brief description of the physical and mechanical properties of these natural sediments, their plasticity properties are compared with those of the same clays when treated with lime and/or cement, after different curing times of up to 4 years. For each stabilising agent, the effect of treatment is analysed and the experimental data are interpreted by means of a chart of plasticity paths. The chart was developed to provide a method for evaluating the effect on clay plasticity of treatment with given additives for given curing times.
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1 February 2016
Research Article|
April 09 2014
Plasticity of lime/cement-stabilised dredged clayey sediments
Antonio Federico;
Antonio Federico
Professor in Geotechnical Engineering
Technical University of Bari, Italy
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Claudia Vitone, BEng, PhD;
Claudia Vitone, BEng, PhD
Lecturer in Geotechnical Engineering
Technical University of Bari, Italy
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Agnese Murianni, BEng, PhD;
Agnese Murianni, BEng, PhD
Project Engineer
D’Appolonia S.p.a., Genoa, Italy
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Gaetano Internò, BEng, PhD
Gaetano Internò, BEng, PhD
Project Engineer
Port Authority, Taranto, Italy
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Publisher: Emerald Publishing
Received:
August 02 2013
Accepted:
December 11 2013
Online ISSN: 2051-803X
ICE Publishing: All rights reserved
2016
Environmental Geotechnics (2016) 3 (1): 17–27.
Article history
Received:
August 02 2013
Accepted:
December 11 2013
Citation
Federico A, Vitone C, Murianni A, Internò G (2016), "Plasticity of lime/cement-stabilised dredged clayey sediments". Environmental Geotechnics, Vol. 3 No. 1 pp. 17–27, doi: https://doi.org/10.1680/envgeo.13.00076
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