Physical and numerical modelling of offshore foundations under combined loads
In addition to vertical loads, the foundations of offshore structures are subjected to horizontal loads and overturning moments as a result of environmental (wind and wave) loading. The behaviour of circular footings on cohesive soil under conditions of combined vertical, horizontal and moment (<...
| Hoofdauteurs: | , |
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| Formaat: | Thesis |
| Taal: | English |
| Gepubliceerd in: |
1994
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| Onderwerpen: |