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is it possible to get those notes, they really help.

thanks

really did help! you teach so straight-dorwardly and to the point. This is how videos should be done

Please give your attention to symbols that you use.good content ❤

the angle of inclination of an infinite slope to the horizontal is 28 degrees, the shear strength parameter which are angle of internal friction and cohesion of a soil sample taken from slope are 17 degree and 40kilo-newton per meter squared. the dry density of the soil was determined to be 900kilogram per meter cube. soil porosity is 0.4 determinne the critical height of the slope if water table is 70% of depth of slope surface and parallel to the slope

Thanks a lot! I didn't quite understand what the number of EP drops was supposed to mea but now it's clear.

Amazing video ma’am. Thanks

Thank you for this video. The presentation is 'crystal' clear!

Thanx man

awesome exmaple it really helped me with my homework

from where 9.81 came in the calculation of no air voids line

Great teaching

fab thank u

8:45 9.1 rd is placed between 19-20 i.e 19.5 Bro you have to check it again.

why is the depth always 4, is that given in the question or where do u get 4 to always be your depth always

Very helpful. Can you make another part to calculate allowable settlement?

Thank you

Thank you

Your mic is very annoying

Tip. Change your name.

Thank you so much ❤

Your niece is really nice.

Crisp explanation 👌

Very bad

why are there not more videos avaible from this channel? they are very good!!

great work

What happened to the geofabric! The stuff used was too lightweight and ripped so it doesn't have separation between the clay and free draining material. I wouldn't use this video as promotion. :)

God bless you! Thank you so much for the clear explanation.

Where did you get gamma w of 9.81 when starting to do pore pressures? Got it, 9.81kn/m is the unit weight of water.

your mic is too loud

Boss😇

mercy

Om bisa minta kontak vendor tupronya ?

Great Explanation Thank you

I have 2 question, 1. Did you assume the dimensions for the width and height of the slice? 2. Is there a way to calculate the angle of the slice without using protractor?

Really helped💯 Thank you very much!

Bro can you explain for lateral load carrying capacity of pile in layered soils as well

The video was amazing lemme tell you, but I could have used your other videos better if they were playlisted, btw, thanks! It was very very informative and to the point

mantab videonya...salam knal dan support kmbali ya sahabat👍salam satu hoby...🙏🏻

When we backfill the column footing with sand so how does primary consolidation compelets by expulsion of pore water if the drainage path is not avalible in bottom and side walls in scavated area of footing so does the primary consolidation completes from explusion of pore water through capilary action towards above the sand layer and dry through sunlight...?????

the soil mass weight dont would be differente under and above the line of water?

This really helped

Why does this have no views? This helped me study for my midterm, thank you!

can I know where I can get this graph ? Thanks

Hey there, can you please put the link or reference for the shown graph. Thanks

How do you solve a problem with 2 uniform loads in the rectangle?? Please solve one if u can 🙏

i cant find the magma videos

great , thanks

Filling God's order. God ask for un Hue Stones to make his Temple. Un Hue Rocks or stone. Mean,s untouched. Un cut into a square. Put gloves on before you touch my rocks. So Ramona ask God what color. Size Do you want?

For slice 1 and 2 the value of T=Wxsin alpha is negative due to the position and effect of the slices on global, so please notice the difference.