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Can you please do the pile capacity sand & clay? Your work is greatly appreciated!

After 25 years as a P.Eng., I finally understand why we can design based on plastic analysis.

Amazing explanation. Your diagrams are super helpful. Thank you for taking the time to present this.

The subtle differences between US and UK (?) geotechnical engineering are interesting. It’s more than just a swap of units unbelievably!

I found this very useful, thank you.

Very nice. Thank you

🤦 where are the rest parts,

Your video was so helpful. please, can you upload part 3 and 4?

Your videos are nice. Still I couldn't understand the triangular shape of pressure diagrams.. Tension on top is - ve and comp at bottom is + ve..

Highly informative.. thanks for the upload

thank 's mr micheal clapham for this explanation

Bolta sikha loda pela

Hi bro. Can i get ur email? I hv questions to ask. Pls help me.

Good day sir. If I may ask, what kind of free vibration is this problem?

Awesome thank you

did you take a n value off the chart at 0.05 not 0.5?

Thank you so much!

Thanks so much , very brief and effective.

great explanation too simple with the example

Was this method using Eurocode 7 methods?

at 9:20 you take the av. vertical effective stress as the vertical stress over 2. However, so far i've seen it as the vertical effective stress - pore water pressure in geotech, why did you divide by 2 and not use this method?

This video is underrated. Should be booming in views like khan academy

Amazing video sir

Thanks

Thanks a lot for your tributes

There is wrong in the solution ( n = 0.5 ) not 0.05 , you took it 0.05 in the chart and it must be 0.5

Eyvallah brother. you taught better us than our teacher.

sir, Nc value for stiff clay is what?

Exactly what I wanted to know...thank you!🤓

Hey man do you have the fadums chart? so I can print it

thank you so much,this made a lot more sense than my review book!

best explained and easy to learn

Very brief and lucid explanation.Thankyou.

Hi , I am doing a pier foundation for solar array. I designed the pier for front and back post of the array. The back post taking more horizontal reaction than front post, so my back post pier is deeper than front. Is there any relation to increase the front pier couple of feet and reduce the back one.?

Thank you My teacher

May I ask how do you draw the BMD for the one-fixed-end-and-two-pinned-ends example? Just found that there are too many unknowns when I tried to solve it.

Kindly upload video regarding circular foundation induced stresses

Need part 2 🤦‍♂️

Awesome on Fadum's chart

speed 1.5 saves life otherwise it is not possible to follow you

When does the factor of safety kick in. The ultimate load already has a factor of safety of 1.5 times the service load. Do i need to use factor of safety a second time? Or is ultimate load enough for practical use?

hey thank you !

Great video . Can you please help me understand how to choose B and L ? I’m a little bit confused

Thank youuuu for this sir!

Part three - PLEASE...:))

Thanks

Thanks!

Showing bending diagram over realistic model was awesome. Thank you !

i can calculate vertical stress at one point or point of interest but how can i draw pressure bulp diagram for circular footing i googled that but i can get procedure only for point load. if any books are there means which book i refer....please help me in this......

Hey. Is Boussinesq Chart the same as Fadum's chart? Because what my chart is a little bit different from yours.