Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/40111
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dc.contributor.authorKanesh Kanaraj Thangaraju.-
dc.date.accessioned2010-06-10T07:02:07Z-
dc.date.available2010-06-10T07:02:07Z-
dc.date.copyright2010en_US
dc.date.issued2010-
dc.identifier.urihttp://hdl.handle.net/10356/40111-
dc.description.abstractTropical soils such as residual soil are cemented to a certain degree. The shear strength behaviour of these soils may not be properly described by classical soil mechanics theories. The objective of this project is to study the effect of cementation and bonding on the shear strength properties of these soils by conducting direct simple shear tests in the laboratory. Artificially made soil samples will be tested. Samples with and without cementation will be tested and the results are compared and analysed.en_US
dc.format.extent51 p.en_US
dc.language.isoenen_US
dc.rightsNanyang Technological University-
dc.subjectDRNTU::Engineering::Civil engineering::Geotechnicalen_US
dc.titleShear strength behavior of cemented soil in direct simple shearen_US
dc.typeFinal Year Project (FYP)en_US
dc.contributor.supervisorChu Jianen_US
dc.contributor.schoolSchool of Civil and Environmental Engineeringen_US
dc.description.degreeBachelor of Engineering (Civil)en_US
item.grantfulltextrestricted-
item.fulltextWith Fulltext-
Appears in Collections:CEE Student Reports (FYP/IA/PA/PI)
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