Moment loading of caissons installed in saturated sand
A series of moment capacity tests have been carried out at model scale, to investigate the effects of different installation procedures on the response of suction caisson foundations in sand. Two caissons of different diameters and wall thicknesses, but similar skirt length to diameter ratio, have b...
| Những tác giả chính: | , , |
|---|---|
| Định dạng: | Conference item |
| Được phát hành: |
2005
|
| _version_ | 1826257015642521600 |
|---|---|
| author | Villalobos, F Byrne, B Houlsby, G |
| author_facet | Villalobos, F Byrne, B Houlsby, G |
| author_sort | Villalobos, F |
| collection | OXFORD |
| description | A series of moment capacity tests have been carried out at model scale, to investigate the effects of different installation procedures on the response of suction caisson foundations in sand. Two caissons of different diameters and wall thicknesses, but similar skirt length to diameter ratio, have been tested in watersaturated dense sand. The caissons were installed either by pushing or by using suction. It was found that the moment resistance depends on the method of installation. © 2005 Taylor and Francis Group. |
| first_indexed | 2024-03-06T18:11:25Z |
| format | Conference item |
| id | oxford-uuid:032c8d22-e46c-40a3-9775-984879f788a8 |
| institution | University of Oxford |
| last_indexed | 2024-03-06T18:11:25Z |
| publishDate | 2005 |
| record_format | dspace |
| spelling | oxford-uuid:032c8d22-e46c-40a3-9775-984879f788a82022-03-26T08:44:30ZMoment loading of caissons installed in saturated sandConference itemhttp://purl.org/coar/resource_type/c_5794uuid:032c8d22-e46c-40a3-9775-984879f788a8Symplectic Elements at Oxford2005Villalobos, FByrne, BHoulsby, GA series of moment capacity tests have been carried out at model scale, to investigate the effects of different installation procedures on the response of suction caisson foundations in sand. Two caissons of different diameters and wall thicknesses, but similar skirt length to diameter ratio, have been tested in watersaturated dense sand. The caissons were installed either by pushing or by using suction. It was found that the moment resistance depends on the method of installation. © 2005 Taylor and Francis Group. |
| spellingShingle | Villalobos, F Byrne, B Houlsby, G Moment loading of caissons installed in saturated sand |
| title | Moment loading of caissons installed in saturated sand |
| title_full | Moment loading of caissons installed in saturated sand |
| title_fullStr | Moment loading of caissons installed in saturated sand |
| title_full_unstemmed | Moment loading of caissons installed in saturated sand |
| title_short | Moment loading of caissons installed in saturated sand |
| title_sort | moment loading of caissons installed in saturated sand |
| work_keys_str_mv | AT villalobosf momentloadingofcaissonsinstalledinsaturatedsand AT byrneb momentloadingofcaissonsinstalledinsaturatedsand AT houlsbyg momentloadingofcaissonsinstalledinsaturatedsand |