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Negative Skin Friction and SPT value
Yes, I have read the books that 2/3 would be a good idea but that only applied to the soil profile with clay material only as they have not yet consolidated. But thanx for your advice- stardust
- Post #3
- Forum: Foundation engineering
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Negative Skin Friction and SPT value
Hi, My name is Tim, I am currently working on a foundation design project concerning the negative skin friction. I used to think that the depth of NSF developed should extend to the whole soil layer described as marine clay. But I was told later that the SPT value would give a hint to choose the...- stardust
- Thread
- Replies: 6
- Forum: Foundation engineering
