Hi there,I usually see your all the video and are always good for my learning..I have a quiry about what will be the final adopted spt N value after all the correction if we have 2to 3 borehole....?
You quickly gloss over the selection of 4.3 meters as the overburden depth, yet that is important to understand. And, I think it is more practical to calculate overburden stress at the top of the driven length of the sampler, for the simple reason that driven length can vary in dense soils.
Hi there,I usually see your all the video and are always good for my learning..I have a quiry about what will be the final adopted spt N value after all the correction if we have 2to 3 borehole....?
Thank you Sir
I have a question how to calculate effective stress ???
Is there a correlation relationship from Brink et al. 1982
Hi, thanks for this video, just want to confirm why you adoped a rod length of 10m if the spt is conducted 4m down?
Just for the sake of this example, no need for a 10m rod in this case
Thanks a lot, very useful!!! Best regards from Peru
How can we calculate Gmax after this?
thanks
You quickly gloss over the selection of 4.3 meters as the overburden depth, yet that is important to understand. And, I think it is more practical to calculate overburden stress at the top of the driven length of the sampler, for the simple reason that driven length can vary in dense soils.
So what if the blow number are 1 1 1 2 1 2
What is the n value