Publication:
The Relation Between Destructive and Non-destructive Test of Concrete Incorporated with Dredged Sediment as Fine Aggregate Replacement

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dc.citedby0
dc.contributor.authorMasjuki S.A.en_US
dc.contributor.authorGheni N.I.M.en_US
dc.contributor.authorNadimalla A.en_US
dc.contributor.authorSaad S.A.en_US
dc.contributor.authorHusain N.M.en_US
dc.contributor.authorDeraman S.N.C.en_US
dc.contributor.authorIbrahim S.L.en_US
dc.contributor.authorBasri N.K.en_US
dc.contributor.authorNorhisham S.en_US
dc.contributor.authorid57205237952en_US
dc.contributor.authorid58805697300en_US
dc.contributor.authorid57207766980en_US
dc.contributor.authorid57190063308en_US
dc.contributor.authorid36782412900en_US
dc.contributor.authorid14029879300en_US
dc.contributor.authorid57089723200en_US
dc.contributor.authorid56664214800en_US
dc.contributor.authorid54581400300en_US
dc.date.accessioned2025-03-03T07:48:32Z
dc.date.available2025-03-03T07:48:32Z
dc.date.issued2024
dc.description.abstractAccumulation of dredged sediment due to uncontrolled land clearing, construction works, agricultural activities, river control works, soil mining and dam construction at the upstream has led to an environmental issue in Malaysia. Sungai Pusu and its tributaries which is located at Gombak, Selangor Darul Ehsan, has been identified as the affected river that transports the excessive sediment to the stream. Part of Sungai Pusu area is situated within the International Islamic University Malaysia (IIUM) boundary. Due to the construction work at the upstream of the river have contributed to the accumulation of dredged sediments resulting in the disturbance of the river ecosystem. This study has been conducted to analyze the properties of dredged sediment as a replacement for fine aggregate in concrete. The dredged sediment that was used was taken near IIUM Gombak. Basically, the quality and strength of the dredged sediments were investigated using destructive and non-destructive test analysis. For destructive test, compressive strength test was carried out, meanwhile for non-destructive test, we conducted rebound hammer and ultrasonic pulse velocity test followed by the analysis. The compression test reveals that all of the samples have achieved strength greater than 30�MPa which is the minimum strength specified in this test. At the same time, the rebound hammer test result showed that the estimated compressive strength for all samples has also achieved the specified strength with the difference of all estimated and actual compressive strength which is less than 10%. The result followed by UPV test yields a fast pulse velocity indicating a good quality concrete for the samples. All of the results showed that the replacement of 25% of dredged sediment produced the best result on the 28th day of curing compared to other mixture. Overall, all of the tests that were done on this project show that the fine aggregate can potentially be replaced by the dredged sediment in the production of the concrete. ? The Author(s), under exclusive license to Springer Nature Singapore Pte Ltd 2024.en_US
dc.description.natureFinalen_US
dc.identifier.doi10.1007/978-981-99-6026-2_21
dc.identifier.epage276
dc.identifier.scopus2-s2.0-85181982270
dc.identifier.spage261
dc.identifier.urihttps://www.scopus.com/inward/record.uri?eid=2-s2.0-85181982270&doi=10.1007%2f978-981-99-6026-2_21&partnerID=40&md5=4701142b5519fa959808474dc6916840
dc.identifier.urihttps://irepository.uniten.edu.my/handle/123456789/37196
dc.identifier.volume386
dc.pagecount15
dc.publisherSpringer Science and Business Media Deutschland GmbHen_US
dc.sourceScopus
dc.sourcetitleLecture Notes in Civil Engineering
dc.subjectConcrete aggregates
dc.subjectDredging
dc.subjectEcosystems
dc.subjectMining
dc.subjectNondestructive examination
dc.subjectQuality control
dc.subjectRiver control
dc.subjectSediments
dc.subjectSoil testing
dc.subjectUltrasonic testing
dc.subjectAgricultural activities
dc.subjectConstruction works
dc.subjectDestructive tests
dc.subjectDredged sediments
dc.subjectFine aggregate replacement
dc.subjectFine aggregates
dc.subjectLand clearing
dc.subjectMalaysia
dc.subjectNondestructive tests
dc.subjectRebound hammers
dc.subjectCompressive strength
dc.titleThe Relation Between Destructive and Non-destructive Test of Concrete Incorporated with Dredged Sediment as Fine Aggregate Replacementen_US
dc.typeConference paperen_US
dspace.entity.typePublication
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