That was really good, easy to follow, thanks!

excellent. the best for me was the drawing--thanks!

Great video, thank you!

Thank you Andrew. Working Crane AP daily planning crane lifts, and looking at soil stability, mat size , ect. I have a much better insight into what the soil engineers are calculating at watching your videos. Best barrista on site!

Great video, thanks!

thank you sir.. the way of explanation is very clear.

Sweet explanation.

WOW WOW WOW!!! is all I can say, I took this class in grad school and failed because the teacher was a real pain. I just watched 8 minutes of this explanation and I understand something that I couldn't get in a whole semester. Just because you know the materials doesn't mean you can teach.

Thanks Andrew. You the man

Hi Andrew, great series and thanx fur sharing your knowledge. Can you do a similar short video on consolidated and over consolidated soils too please

really love the simple approach .. I wish you start a short course on embedded RW principal and all

Geotechnical engineering is a discipline within civil engineering that focuses on the behavior of natural geological materials in engineered systems.

Sandy Gravel

Thanks for sharing the information.

please continue to calculate one case of bearing capacity and how to use them in the design of footings. thnks

Thanks

hello sir, can you explain how PL n LL or plasticy index and shrinkage affect on site material please.

the results of the boring test conducted for the proposed residential building of about 6-storey, from the natural ground up to 1 meter depth is 100 KPA, from the ground to 2 meter depth is 125 KPA, from the ground up to 3 meters depth is 130 KPA, from the groundv to 4 meters is 72 KPA, from the the gound to 5 meters depth is 40 KPA, ans from the ground up to 6 meters depth is 110 KPA, and son 120KPA. Now the question is at what depth from the ground the column foundation be situated?

What if the compaction looks wavy but the compaction passed and also optimum moisture achieved. What would be the cause of wavy compaction?

needs more Ah and um. should have done some more test on a clay. dry or wet test.

At least how many tests do you use to determine the capacity of a soil? What program do you use to determine the capacity of the soil and settlement, especially when you have several strata of soil?

We have to explain to soil that don't make compression for shear

how do you know if watter table is 2 high to build a basement?

Sir Buttress wall design pls

❤❤❤❤

Sandy Gravel ???

1st ? from 😂🤣Sandy Gravel

Sandy Gravel is obviously a coincidence !

Are you indian