3-Phase Diagrams Part 1

[@AndrewFerneau-ny3hy]

At 9:58 you have Porosity equaling 38.9% is that an error? Because when I did mine I got (0.0058/0.0157)x(100%) = 36.9%. Am I do something wrong? Also why is the Water content divided by the dried sample and not the original sample weight. aren't we trying to figure out how much water was in the original sample?

[@introductiontogeotechnical4976]

Could be. I'm notorious for making errors.

[@reza1001us]

Could you please explain what the Gama (sat) is?

[@m.abubakrarqam4278]

where did you get 2.66 when solving Volume of solids?

[@twizack22]

You probably found the answer to this. However, it was a given Specific Gravity. This problem started with 4 Given values: 1.The weight of solids. 1.65 lb 2.Total Weight 1.95 lb 3.Volume (which was calculated and converted from inches cubed to feet cubed. 0.0157 feet^3 4.Specific Gravity 2.66

[@LauraHackett-b3y]

Awesome!

[@shehadehkhoury4666]

Thanks for your efforts

[@walifhaadhabbannu]

Thank you

[@sumithk5754]

I have a doubt in consolidation of soil. My doubt is why cohesion in normally consolidated clay is zero ?. Please help me in finding solution

[@0j011]

very good sir

[@alideep9656]

Thank you 💖💖

[@MorselOfBread]

Kids, do yourselves a favor and always draw a 3-phase diagram 🙂

[@luisamariareyes6795]

Woo, thank You!!!

[@introductiontogeotechnical4976]

Hot off the press. You're welcome. Will have part 2 up in the next day or so.

[@mohitbansal2424]

@@introductiontogeotechnical4976 can u please tell me which software u use to make these animations i also want to make videos on transportation engg

[@mohitbansal2424]

your content is awesome and Provide some practical knowing about geotech :) :)

[@janek7955]

man I hate imperial units