dc.contributor.authorYeo, Sir Hoonen_US
dc.date.accessioned2008-09-25T06:38:33Z
dc.date.accessioned2017-07-23T08:26:50Z
dc.date.available2008-09-25T06:38:33Z
dc.date.available2017-07-23T08:26:50Z
dc.date.copyright2005en_US
dc.date.issued2005
dc.identifier.citationYeo, S. H. (2005). Relationship of stiffness and damping ratio with strain for residual soils. Doctoral thesis, Nanyang Technological University, Singapore.
dc.identifier.urihttp://hdl.handle.net/10356/12149
dc.description.abstractThere is very little work done on characterization of soil stiffness and damping ratio with strain for residual soils in Singapore. This is because routine geotechnical design does not usually incorporate the non-linearity of soil stiffness and damping ratio is only needed for dynamic problems. However, the use of large strain (>1%) soil stiffness to compute ground movement is over conservative as the mobilized strain due to construction loads and working loads is usually in the range of 0.01% to 1%. Furthermore, the demand for seismic analysis is increasing due to ground tremors felt in Singapore arising from earthquakes in Indonesia.en_US
dc.format.extent287 p.
dc.language.isoen
dc.rightsNanyang Technological Universityen_US
dc.subjectDRNTU::Engineering::Civil engineering::Geotechnical
dc.titleRelationship of stiffness and damping ratio with strain for residual soilsen_US
dc.typeThesisen_US
dc.contributor.schoolSchool of Civil and Environmental Engineeringen_US
dc.contributor.supervisorLeong Eng Choonen_US
dc.description.degreeDOCTOR OF PHILOSOPHY (CEE)en_US


Files in this item

FilesSizeFormatView
CEE-THESES_393.pdf14.12Mbapplication/pdfView/Open

This item appears in the following Collection(s)

Show simple item record