Relationship of stiffness and damping ratio with strain for residual soils
There 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. Howe...
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2008
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sg-ntu-dr.10356-121492023-03-03T19:25:00Z Relationship of stiffness and damping ratio with strain for residual soils Yeo, Sir Hoon Leong Eng Choon School of Civil and Environmental Engineering DRNTU::Engineering::Civil engineering::Geotechnical There 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. Doctor of Philosophy (CEE) 2008-09-25T06:38:33Z 2008-09-25T06:38:33Z 2005 2005 Thesis Yeo, S. H. (2005). Relationship of stiffness and damping ratio with strain for residual soils. Doctoral thesis, Nanyang Technological University, Singapore. https://hdl.handle.net/10356/12149 10.32657/10356/12149 en Nanyang Technological University 287 p. application/pdf |
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Nanyang Technological University |
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NTU Library |
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Asia |
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Singapore Singapore |
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DR-NTU |
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English |
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DRNTU::Engineering::Civil engineering::Geotechnical |
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DRNTU::Engineering::Civil engineering::Geotechnical Yeo, Sir Hoon Relationship of stiffness and damping ratio with strain for residual soils |
| description |
There 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. |
| author2 |
Leong Eng Choon |
| author_facet |
Leong Eng Choon Yeo, Sir Hoon |
| format |
Theses and Dissertations |
| author |
Yeo, Sir Hoon |
| author_sort |
Yeo, Sir Hoon |
| title |
Relationship of stiffness and damping ratio with strain for residual soils |
| title_short |
Relationship of stiffness and damping ratio with strain for residual soils |
| title_full |
Relationship of stiffness and damping ratio with strain for residual soils |
| title_fullStr |
Relationship of stiffness and damping ratio with strain for residual soils |
| title_full_unstemmed |
Relationship of stiffness and damping ratio with strain for residual soils |
| title_sort |
relationship of stiffness and damping ratio with strain for residual soils |
| publishDate |
2008 |
| url |
https://hdl.handle.net/10356/12149 |
| _version_ |
1759856115839926272 |