Distinct element modelling of pipe-soil interaction for offshore pipelines on granular soils
<p>Offshore on-bottom pipelines are subjected to cycles of thermal and pressure-induced axial expansion, which can cause them to buckle laterally. For an elegant and cost-effective solution, lateral buckling is allowed in a controlled manner. Of the various design parameters, the soil resistan...
Príomhchruthaitheoir: | Macaro, G |
---|---|
Rannpháirtithe: | Martin, C |
Formáid: | Tráchtas |
Teanga: | English |
Foilsithe / Cruthaithe: |
2015
|
Ábhair: |
Míreanna comhchosúla
-
Static pile-soil-pile interaction in offshore pile groups
de réir: Chaudhry, A, et al.
Foilsithe / Cruthaithe: (1994) -
Development, implementation, calibration and use of practical constitutive models in finite element analysis of offshore foundations
de réir: Whyte, S
Foilsithe / Cruthaithe: (2020) -
Model testing of foundations for offshore wind turbines
de réir: Villalobos Jara, F, et al.
Foilsithe / Cruthaithe: (2006) -
Physical and numerical modelling of offshore foundations under combined loads
de réir: Martin, C, et al.
Foilsithe / Cruthaithe: (1994) -
The analysis of offshore foundations subjected to combined loading
de réir: Ngo-Tran, C, et al.
Foilsithe / Cruthaithe: (1996)