Sand (coarse-grained soils) is not plastic, and we don't need to conduct plasticity tests for this type of soil. The important factors for sand will be: the size of particles (sieve test) and gradation (poorly or well-graded). There are videos on this channel on how to determine soil gradation.
How will the graph look like
can we perform this on poorly graded soil?
hey, nice video. How is this method called?
Will you be doing a CBR test anytime soon? I've been looking for a good video on this. But they don't explain step by step in detail.
I plan to do so in the beginning of July
@@GeoEngineeringandScience That's great. I will look forward to it
thank you so much sir..is there any thing about sand equivalent?
Sand (coarse-grained soils) is not plastic, and we don't need to conduct plasticity tests for this type of soil. The important factors for sand will be: the size of particles (sieve test) and gradation (poorly or well-graded). There are videos on this channel on how to determine soil gradation.
Could you explain how you get the moisture content. I have tried to figure it out and I cannot for the life of me see how you got 29.4
Check this video on how to determine the water content, it should help ruclips.net/video/LiflfVXsa6I/видео.html
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