Cyclic simple shear properties of unsaturated residual soils
In Singapore, two thirds of the land area is underlain by residual soils. One distinct characteristic of residual soils is its unsaturated nature. The relationships of shear modulus and damping ratio with shear strain for residual soils may differ from transported soils and have not been fully inves...
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| التنسيق: | Theses and Dissertations |
| اللغة: | English |
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2013
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| الوصول للمادة أونلاين: | https://hdl.handle.net/10356/53755 |
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| المؤسسة: | Nanyang Technological University |
| اللغة: | English |
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sg-ntu-dr.10356-537552023-03-03T19:10:25Z Cyclic simple shear properties of unsaturated residual soils Chin, Kheng Boon Leong Eng Choon School of Civil and Environmental Engineering DRNTU::Engineering::Civil engineering In Singapore, two thirds of the land area is underlain by residual soils. One distinct characteristic of residual soils is its unsaturated nature. The relationships of shear modulus and damping ratio with shear strain for residual soils may differ from transported soils and have not been fully investigated. This study aims to investigate shear stiffness and damping ratio properties of residual soils under cyclic simple shear loading in both saturated and unsaturated conditions. Doctor of Philosophy (CEE) 2013-06-07T03:50:18Z 2013-06-07T03:50:18Z 2011 2011 Thesis Chin, K. B. (2011). Cyclic simple shear properties of unsaturated residual soils. Doctoral thesis, Nanyang Technological University, Singapore. https://hdl.handle.net/10356/53755 10.32657/10356/53755 en 435 p. application/pdf |
| institution |
Nanyang Technological University |
| building |
NTU Library |
| continent |
Asia |
| country |
Singapore Singapore |
| content_provider |
NTU Library |
| collection |
DR-NTU |
| language |
English |
| topic |
DRNTU::Engineering::Civil engineering |
| spellingShingle |
DRNTU::Engineering::Civil engineering Chin, Kheng Boon Cyclic simple shear properties of unsaturated residual soils |
| description |
In Singapore, two thirds of the land area is underlain by residual soils. One distinct characteristic of residual soils is its unsaturated nature. The relationships of shear modulus and damping ratio with shear strain for residual soils may differ from transported soils and have not been fully investigated. This study aims to investigate shear stiffness and damping ratio properties of residual soils under cyclic simple shear loading in both saturated and unsaturated conditions. |
| author2 |
Leong Eng Choon |
| author_facet |
Leong Eng Choon Chin, Kheng Boon |
| format |
Theses and Dissertations |
| author |
Chin, Kheng Boon |
| author_sort |
Chin, Kheng Boon |
| title |
Cyclic simple shear properties of unsaturated residual soils |
| title_short |
Cyclic simple shear properties of unsaturated residual soils |
| title_full |
Cyclic simple shear properties of unsaturated residual soils |
| title_fullStr |
Cyclic simple shear properties of unsaturated residual soils |
| title_full_unstemmed |
Cyclic simple shear properties of unsaturated residual soils |
| title_sort |
cyclic simple shear properties of unsaturated residual soils |
| publishDate |
2013 |
| url |
https://hdl.handle.net/10356/53755 |
| _version_ |
1759853651244875776 |