Thanks a lot! I didn't quite understand what the number of EP drops was supposed to mea but now it's clear.
@vivekrohar94852 ай бұрын
Amazing video ma’am. Thanks
@katunduchabala72663 ай бұрын
Thank you for this video. The presentation is 'crystal' clear!
@harshitkhajuria95455 ай бұрын
Thanx man
@nikorolfness13275 ай бұрын
awesome exmaple it really helped me with my homework
@yusuf785645 ай бұрын
from where 9.81 came in the calculation of no air voids line
@lukasmacdonald72903 ай бұрын
Unit weight of water = 9.81 kN/m^3
@victoriwuoha79105 ай бұрын
Great teaching
@user-pd4du5cp9p6 ай бұрын
fab thank u
@muhammadhamzabhatti83916 ай бұрын
8:45 9.1 rd is placed between 19-20 i.e 19.5 Bro you have to check it again.
@SPOILAZ_GAMING8767 ай бұрын
why is the depth always 4, is that given in the question or where do u get 4 to always be your depth always
@JoeTengdui-nj6gm7 ай бұрын
Very helpful. Can you make another part to calculate allowable settlement?
@Mohammed_Al_Iraqi8 ай бұрын
Thank you
@Mohammed_Al_Iraqi8 ай бұрын
Thank you
@jasonkelly65809 ай бұрын
Your mic is very annoying
@geoffgeoff14310 ай бұрын
Tip. Change your name.
@avanthikaprathap256611 ай бұрын
Thank you so much ❤
@tinymetaltrees11 ай бұрын
Your niece is really nice.
@Knowledge_practice Жыл бұрын
Crisp explanation 👌
@khusirai3888 Жыл бұрын
Very bad
@Hank520Tube Жыл бұрын
why are there not more videos avaible from this channel? they are very good!!
@Mohammed_Al_Iraqi Жыл бұрын
great work
@PointSpace Жыл бұрын
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. :)
@NK-iy6if Жыл бұрын
God bless you! Thank you so much for the clear explanation.
@koeberle Жыл бұрын
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.
@jasonkelly6580 Жыл бұрын
your mic is too loud
@danielbabs1806 Жыл бұрын
Boss😇
@Adam_mohammed_ Жыл бұрын
mercy
@muhammadichlasulamal7102 Жыл бұрын
Om bisa minta kontak vendor tupronya ?
@wukongsun5466 Жыл бұрын
Great Explanation Thank you
@alanisokunbi1448 Жыл бұрын
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?
@Enderayenah3 ай бұрын
This is what i wanna know too TT
@talhajamil54158 күн бұрын
Did you get an answer to that?
@CasioEmmanuel Жыл бұрын
Really helped💯 Thank you very much!
@muddassirahmed6641 Жыл бұрын
Bro can you explain for lateral load carrying capacity of pile in layered soils as well
@henrywilliamadams7611 Жыл бұрын
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
@mohdfaizalajun_tv Жыл бұрын
mantab videonya...salam knal dan support kmbali ya sahabat👍salam satu hoby...🙏🏻
@aliqadri4672 Жыл бұрын
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...?????
@daniellopessilva298 Жыл бұрын
the soil mass weight dont would be differente under and above the line of water?
@learnmathwithprivilege Жыл бұрын
This really helped
@dysfunctional_deviant6681 Жыл бұрын
Why does this have no views? This helped me study for my midterm, thank you!
@ahmed16189 Жыл бұрын
can I know where I can get this graph ? Thanks
@viccywiccyy Жыл бұрын
Hey there, can you please put the link or reference for the shown graph. Thanks
@gkmcjose4494 Жыл бұрын
How do you solve a problem with 2 uniform loads in the rectangle?? Please solve one if u can 🙏
@VOICEOFDOUBT Жыл бұрын
i cant find the magma videos
@hozanomer6637 Жыл бұрын
great , thanks
@ramonadspedale969 Жыл бұрын
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?
@antonioanidi5271 Жыл бұрын
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.
@jagatdpsingh2 жыл бұрын
Very good video lecture. I liked it . Thnk u for making good educational videos
@addisontoms48722 жыл бұрын
Time for a new mic
@guapo87112 жыл бұрын
Thanks you
@hutchinsonsolarlunarplanet5382 жыл бұрын
The absolute best Ive witnessed on identifying rocks!!!!
@tareqalbukhari2 жыл бұрын
I think the weight of slices 1 and 2 must be negative.
Пікірлер
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
Unit weight of water = 9.81 kN/m^3
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?
This is what i wanna know too TT
Did you get an answer to that?
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.
Very good video lecture. I liked it . Thnk u for making good educational videos
Time for a new mic
Thanks you
The absolute best Ive witnessed on identifying rocks!!!!
I think the weight of slices 1 and 2 must be negative.