Introduction to Geotechnical Engineering

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@nubighahermannguti147 11 күн бұрын

Thanks very much professor. This is quite simple to understand for a beginner

@muradmuradov7374 13 күн бұрын

So far this was the best explanation fo these methods I found after 1 hour searching on KZbin :) Thanks a lot

@naqeebullah4953 24 күн бұрын

I have not found the test book you followed to solve the example. Can anyone share it. Thanks

@iqbaltarwala6548 Ай бұрын

very useful, thanks.

@armenmiskarov6101 2 ай бұрын

Simply Excellent lecture as all others! 👍👍👍 Thank you very much for your time and efforts they are greatly appreciated!!’👏👏👏

@cesarbadell9780 2 ай бұрын

Excellent presentation !!! Very well explained and summarized !!

@ArnoldNatasha-f6f 2 ай бұрын

This channel is incredible

@mehmedsay8762 3 ай бұрын

Lütfen Türkçe alt yazı lütfen

@joonpark3512 3 ай бұрын

For tests where the valve is open, do the pore pressure hit zero?

@kashmirchessclub24 3 ай бұрын

can i get this chart?

@anton9004 3 ай бұрын

Awesome

@dimasajisajiwo3839 3 ай бұрын

Can you please tell me how to calculate interslice normal Forces (E1- Er) in bishop method? 27:21

@hoggerz 4 ай бұрын

The Mohr's Circle for the Consolidated-Undrained test is incorrect. Effective stress is total stress minus pore water pressure (σ' = σ - ∆u). σ' would be less than σ, the dotted circle should shift left, not right.

@willliamkitch2967 4 ай бұрын

The Mohr’s circles are correct. This soil in the animation is generating negative excess pore pressure during shear so the effective stress increases. Negative excess pore pressure occurs when overconsolidated clay or dense sand is sheared under undrained conditions.

@ThangNguyen-zb5di 4 ай бұрын

Great work. Thank you so much!

@shaidleon9259 4 ай бұрын

Thanks a lot

@shaidleon9259 4 ай бұрын

Amazing

@PeterYoon-qk7oo 4 ай бұрын

This video is very helpful for beginner.... Thank you...

@yusraal-sabahi5309 4 ай бұрын

That’s brilliant way to explain…thank you ❤

@m.sahrulrizki299 5 ай бұрын

Love your video respectable sir, i hope you're always in good health so you can teach us more about soil world 👍

@MarioAlejandroRodriguezBarros 5 ай бұрын

Thank you very much. Wonderful explanation.

@yasinkalca5690 6 ай бұрын

why there ıs no unconsolidated draıned (UD) test ?

@reza1001us 6 ай бұрын

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

@MorselOfBread 7 ай бұрын

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

@muhamadshukur7573 7 ай бұрын

Thanks for presintation

@aratra5758 7 ай бұрын

Thank you so much!!

@LittletoeLaden 7 ай бұрын

Thank you !

@AndrewFerneau-ny3hy 8 ай бұрын

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 7 ай бұрын

Could be. I'm notorious for making errors.

@williamt.szeibert8699 8 ай бұрын

If CD takes longer to conduct than the CU, and gives you the same parameters as CU, when would you use a CD test over a CU test?

@introductiontogeotechnical4976 7 ай бұрын

Precisely why CD tests are seldom done.

@tapashbarman6196 8 ай бұрын

Nice explanation

@aveenaaspaudel8040 9 ай бұрын

In 13:55, you said that effective stress is greater than total stress, but in other books and videos, pore water is positive and it gets subtracted from total stress.

@jovanvukadinovic9492 9 ай бұрын

I was wondering about one specific thing. The effectiveness of pneumatic tire roller while compacting finer granular soils such as sandy gravel. I am skeptic about it.

@gizemkacann 9 ай бұрын

many thanks for wonderfull explanation. :)

@mohammadkhalid6745 9 ай бұрын

Thank you for sharing this helpful video

@rossyharinthratnam3786 9 ай бұрын

Thanku

@matinjalalimoghadam1549 10 ай бұрын

Highly appreciate your time and experience you freely shared with people around the globe. As a PhD student it was really influential for my studies. Tnq indeed Prof. Kitch.

@luongtuananh1220 10 ай бұрын

very good demostration thank you a lot

@chrisronald2856 10 ай бұрын

really nice video

@manojpaudel9718 11 ай бұрын

Thank you. Very helpful

@wendelljohnson4856 11 ай бұрын

I know it's a long shot since this video is over 8 years old but since I don't have the text book, can anyone share the answers to the problems in the comments below for comparison purposes. It would be greatly appreciated. Thx