Geotechnical Engineering: Graduate Classes Prof. Kitch

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@guaimaron Ай бұрын

Do I need to be below the excavation level even if I have enough struts and the column capacity can resist the “cantilever” condition it would have on the lower part?

@unkind4ever Ай бұрын

Also, how can the Moment in point T pe equal to 0? you literally just said seconds ago that in point T you have a local maximum moment

@unkind4ever Ай бұрын

wait what? at 19:35, how can you "not remeber" whether the sign is plus or minus? that seems pretty ridiculous not gona lie

@hydrogeomechanics_rock_masses 2 ай бұрын

In this video, the issue of the proportionality of stresses and strains under uniaxial compression is partially addressed. I would like to note that this issue is explored in more detail in the works of Professor Tagiltsev. By jointly solving the Mohr-Coulomb law and Hooke's law, he essentially derived a new form of the Mohr-Coulomb law, which allows for a mathematical connection between the main strength and deformation parameters. If anyone is interested, I recommend following the link: kzbin.info/www/bejne/jaXCppV9jpafY6s

@MageMager-mm9ie 4 ай бұрын

What's the 3 points of pressure 's the 3 bulbs in unbounded zone in relivence to structure barrier of the drilling prior to grouting what was with the symbolism of the 3 points of contact in the structure wall, question what is grouting in this construction does it have properties and how are the properties stores and then handled prior to pumping grout thru the granulated drilling what form of mechanics will be used when intact with rotary. Is it like as to rotary hammer or drill and if it is rotary hammer or drill what is the mechanics, are the heads of the tips in similarity and what are it's metrics if applicable. Not to miss lead but what tool is used in the demolishoned constructruction of the instillation. So a drill rig

@beautifullyearth576 4 ай бұрын

Excellent. Thanks

@zhafrannabil-ok9ps 5 ай бұрын

Hi I have an question. When we develop design for rigid wall, such as pit/water tank. We cannot using the mononobe, right ? Instead we using the wood 1973 theory

@mariogenrrystacoccorahua5834 8 ай бұрын

Great lesson, Regards from Peruvian Andes

@mohammadkhaled432 9 ай бұрын

Only in Ain Sham University, they teach us this topic in post graduate classes

@Martin-iw1ll 9 ай бұрын

What if the whole voids are all air

@metinsaltik1651 Жыл бұрын

nice work thanks a lot.

@shimakrocks3 Жыл бұрын

❤

@geraldberger4477 Жыл бұрын

Thanks helps to get the best results

@TheAncientColossus Жыл бұрын

8:35 Class was done that day. 😂

@TheAncientColossus Жыл бұрын

Can you assume a flat backfill and use an equivalent surcharge for the sloped soil wedge with superposition? If so, how would you assume the width of the surcharge from the top of the wall?

@chengyouyue5295 Жыл бұрын

Thank you so much.

@TheAncientColossus Жыл бұрын

What about trial wedge method for passive pressure?

@dollarbulldog5492 Жыл бұрын

Thank you Prof. This is excellent as always.

@MacCionnaith Жыл бұрын

What's infinite half space?

@dollarbulldog5492 Жыл бұрын

Thank you Prof. for your kind sharing this excellent lecture.

@dollarbulldog5492 Жыл бұрын

Thank you Prof. for sharing this excellent lecture.

@dollarbulldog5492 Жыл бұрын

I've found this is the best lecture in this topic. Thank you Prof.

@Therealestrunnerluda Жыл бұрын

Good presentation but terrible anger management issues. Hope he does not get promoted.

@刘光辉-c7z Жыл бұрын

great

@goodmind6446 Жыл бұрын

BE' should be "gamma DKp - gamma H Ka"

@destryx Жыл бұрын

really helpful, thanks for this

@SamEEE12 Жыл бұрын

Thanks, this was a great education.

@goyalvineet2320 2 жыл бұрын

Can u provide that excel sheet ?

@sirsprinter 2 жыл бұрын

Hello, i was wondering if you were able to please help me construct something similar to your video for a varying geometry problem? I have a few different finite difference equations to use based upon a couple different conditions. I was using Excel solver to begin with, but can only use it for 100 calculations, rather than the thousands i require for an accurate solution? Am i able to email you something for advice? Thanks in advance