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dc.contributor.authorEstabragh, AR
dc.contributor.authorAmini, AH
dc.contributor.authorJavadi, AA
dc.contributor.authorKouchakzadeh, M
dc.date.accessioned2018-08-31T13:14:18Z
dc.date.issued2018-07-19
dc.description.abstractThe effect of pH on the physical and mechanical properties of a sediment was investigated through a set of experimental tests. The sediment was formed from deposition of suspended particles in a fluid. Two different types of clay soil were suspended in fluids with different pH (2, 4, 7, 9 and 11) in cylindrical tubes with volume of 1 liter and also in special cylindrical reservoirs. The height of the sediment was measured in the cylindrical tube until equilibrium was achieved. The sediment deposited in the reservoirs was dried in air and then Atterberg limit, compaction and unconfined compressive strength (UCS) tests were conducted on samples prepared from each sediment. The results showed that the final height of the settled sediment is a function of pH; the height of sediment is increased with increasing the pH. Also, the Atterberg limits increased with increasing the pH. The maximum dry unit weight and optimum water content decreased and increased with increasing the pH. The final strength of the sediment decreased with increasing pH. Based on the SEM analysis, it was found that the values of pH influence the properties of the formed sediments.en_GB
dc.identifier.citationPublished online 19 July 2018en_GB
dc.identifier.doi10.1080/1064119X.2018.1471629
dc.identifier.urihttp://hdl.handle.net/10871/33865
dc.language.isoenen_GB
dc.publisherTaylor & Francisen_GB
dc.rights.embargoreasonUnder embargo until 19 July 2019 in compliance with publisher policyen_GB
dc.rights© 2018 Informa UK Limited, trading as Taylor & Francis Group.en_GB
dc.subjectAtterberg limitsen_GB
dc.subjectcompactionen_GB
dc.subjectpHen_GB
dc.subjectSedimenten_GB
dc.subjectstrengthen_GB
dc.titleProperties of sediments deposited in a fluid with different pHen_GB
dc.typeArticleen_GB
dc.identifier.issn1064-119X
dc.descriptionThis is the author accepted manuscript. The final version is available from Taylor & Francis via the DOI in this recorden_GB
dc.identifier.journalMarine Georesources and Geotechnologyen_GB


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