Measured and back-analysed skin frictions
| Description | Relationship | When to use |
|---|---|---|
| Measured, robust | τ m = 0·42 × UCS1/2 | This relationship is proven and robust and may be used as default on Dubai projects. |
| Back-analysed | τ ult = 0·54 × UCS1/2 | Before implementation, this relationship should be proven through PTP(s) loaded to geotechnical failure as defined in the section headed ‘Definition of geotechnical failure’. |
| Description | Relationship | When to use |
|---|---|---|
| Measured, robust | This relationship is proven and robust and may be used as default on Dubai projects. | |
| Back-analysed | Before implementation, this relationship should be proven through PTP(s) loaded to geotechnical failure as defined in the section headed ‘Definition of geotechnical failure’. |
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