Contributing mass of soil in pile lateral vibrations
Large numbers of finite element analyses are conducted using linearly elastic soil. The value of static Winkler springs stiffness is determined for soil.A general solution to elstodynamic equations of an elastic half space (soil) with a cylindrical insert (pile) is proposed. The results are interpre...
| Main Author: | |
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| Format: | Thesis |
| Language: | English |
| Published: |
Curtin University
2014
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| Online Access: | http://hdl.handle.net/20.500.11937/2429 |
| _version_ | 1848743952021192704 |
|---|---|
| author | Bahrami, Amir |
| author_facet | Bahrami, Amir |
| author_sort | Bahrami, Amir |
| building | Curtin Institutional Repository |
| collection | Online Access |
| description | Large numbers of finite element analyses are conducted using linearly elastic soil. The value of static Winkler springs stiffness is determined for soil.A general solution to elstodynamic equations of an elastic half space (soil) with a cylindrical insert (pile) is proposed. The results are interpreted as stiffness, mass and damping values of soil. The mass value is interpreted as contributing mass of soil. Stiffness values are verified with the results of FE study. |
| first_indexed | 2025-11-14T05:53:44Z |
| format | Thesis |
| id | curtin-20.500.11937-2429 |
| institution | Curtin University Malaysia |
| institution_category | Local University |
| language | English |
| last_indexed | 2025-11-14T05:53:44Z |
| publishDate | 2014 |
| publisher | Curtin University |
| recordtype | eprints |
| repository_type | Digital Repository |
| spelling | curtin-20.500.11937-24292017-02-20T06:37:56Z Contributing mass of soil in pile lateral vibrations Bahrami, Amir Large numbers of finite element analyses are conducted using linearly elastic soil. The value of static Winkler springs stiffness is determined for soil.A general solution to elstodynamic equations of an elastic half space (soil) with a cylindrical insert (pile) is proposed. The results are interpreted as stiffness, mass and damping values of soil. The mass value is interpreted as contributing mass of soil. Stiffness values are verified with the results of FE study. 2014 Thesis http://hdl.handle.net/20.500.11937/2429 en Curtin University fulltext |
| spellingShingle | Bahrami, Amir Contributing mass of soil in pile lateral vibrations |
| title | Contributing mass of soil in pile lateral vibrations |
| title_full | Contributing mass of soil in pile lateral vibrations |
| title_fullStr | Contributing mass of soil in pile lateral vibrations |
| title_full_unstemmed | Contributing mass of soil in pile lateral vibrations |
| title_short | Contributing mass of soil in pile lateral vibrations |
| title_sort | contributing mass of soil in pile lateral vibrations |
| url | http://hdl.handle.net/20.500.11937/2429 |