Laboratory testing of shallow skirted foundations in sand
The laboratory investigation of monotonic loading response of skirted shallow foundations on sand was discussed. The objectives of the study were to provide input for the plasticity models and to help in solving the civil engineering problem in the development of design calculations for wind turbine...
| Main Authors: | , , , |
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| Format: | Conference item |
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2003
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| _version_ | 1826287434657169408 |
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| author | Byrne, B Villalobos, F Houlsby, G Martin, C |
| author_facet | Byrne, B Villalobos, F Houlsby, G Martin, C |
| author_sort | Byrne, B |
| collection | OXFORD |
| description | The laboratory investigation of monotonic loading response of skirted shallow foundations on sand was discussed. The objectives of the study were to provide input for the plasticity models and to help in solving the civil engineering problem in the development of design calculations for wind turbines in the offshore environments. The vertical loading values calculated by the method were used for developing installation calculation procedures. The results of the method were also useful in determining the ultimate moment capacity of the shallow foundation when the vertical load was very low. |
| first_indexed | 2024-03-07T01:58:37Z |
| format | Conference item |
| id | oxford-uuid:9c96806c-5d2b-41eb-be19-c329a9d231be |
| institution | University of Oxford |
| last_indexed | 2024-03-07T01:58:37Z |
| publishDate | 2003 |
| record_format | dspace |
| spelling | oxford-uuid:9c96806c-5d2b-41eb-be19-c329a9d231be2022-03-27T00:37:03ZLaboratory testing of shallow skirted foundations in sandConference itemhttp://purl.org/coar/resource_type/c_5794uuid:9c96806c-5d2b-41eb-be19-c329a9d231beSymplectic Elements at Oxford2003Byrne, BVillalobos, FHoulsby, GMartin, CThe laboratory investigation of monotonic loading response of skirted shallow foundations on sand was discussed. The objectives of the study were to provide input for the plasticity models and to help in solving the civil engineering problem in the development of design calculations for wind turbines in the offshore environments. The vertical loading values calculated by the method were used for developing installation calculation procedures. The results of the method were also useful in determining the ultimate moment capacity of the shallow foundation when the vertical load was very low. |
| spellingShingle | Byrne, B Villalobos, F Houlsby, G Martin, C Laboratory testing of shallow skirted foundations in sand |
| title | Laboratory testing of shallow skirted foundations in sand |
| title_full | Laboratory testing of shallow skirted foundations in sand |
| title_fullStr | Laboratory testing of shallow skirted foundations in sand |
| title_full_unstemmed | Laboratory testing of shallow skirted foundations in sand |
| title_short | Laboratory testing of shallow skirted foundations in sand |
| title_sort | laboratory testing of shallow skirted foundations in sand |
| work_keys_str_mv | AT byrneb laboratorytestingofshallowskirtedfoundationsinsand AT villalobosf laboratorytestingofshallowskirtedfoundationsinsand AT houlsbyg laboratorytestingofshallowskirtedfoundationsinsand AT martinc laboratorytestingofshallowskirtedfoundationsinsand |