- Abstract:
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An instrumented model pile was used to investigate the fundamental behaviour in clay soils of driven cylindrical steel piles used for offshore structures. Four test-bed sites were chosen; two in stiff heavily consolidated clays, and two in normally/lightly overconsolidated clays. Data from these sites confirm that a residual shear surface is formed along the pile during installation, the location of which relative to the shaft surface appears to depend on the shaft roughness. Comparisons wit...
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- Publication date:
- 1987
- Type of award:
- DPhil
- Level of award:
- Doctoral
- Awarding institution:
- Oxford University, UK
- URN:
-
uuid:5b1244f1-9e91-434a-ad15-5cc670c935a9
- Local pid:
- ora:2698
- Language:
- English
- Keywords:
- Subjects:
- Copyright holder:
- M. R. Coop
- Copyright date:
- 1987
Thesis
The axial capacity of driven piles in clay
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