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Please use this identifier to cite or link to this item: http://dspace.unimap.edu.my:80/xmlui/handle/123456789/40802
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dc.contributor.authorThien Seng, Yee, Ir.-
dc.date.accessioned2016-01-24T08:32:37Z-
dc.date.available2016-01-24T08:32:37Z-
dc.date.issued2015-12-
dc.identifier.citationp. 34en_US
dc.identifier.issn0126-9909-
dc.identifier.urihttp://dspace.unimap.edu.my:80/xmlui/handle/123456789/40802-
dc.descriptionLink to publisher’s homepage at http://www.myiem.orgen_US
dc.language.isoenen_US
dc.publisherThe Institution of Engineers, Malaysia (IEM)en_US
dc.relation.ispartofseriesJurutera;2015 (12)-
dc.subjectIEM -- Bulletinen_US
dc.subjectEngineers -- Bulletinen_US
dc.subjectPileen_US
dc.subjectPile designen_US
dc.subjectWorking loaden_US
dc.titleComparative study of pile between conventional working stress method and EC7 limit state design methoden_US
dc.typeArticleen_US
Appears in Collections:Jurutera (Bulletin)

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