Numerical on Friction Circle Method (Graphical Method) I Stability of Slopes
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- Опубліковано 21 кві 2018
- Friction Circle Method
In this video, I have talked about the friction circle method to check the stability of the soil on finite slope.
Hii Guys,
In this video, a numerical problem on the Consolidation of Soil has been solved.
► Basic Properties of soil Mechanics:
• Numerical on Propertie...
► Classification soil:
• Numerical on Sieve Ana...
► Permeability of Soil:
www.youtube.com/watch?v=TUfJR...
► Consolidation:
• Numerical on Consolida...
► Shear Strength of Soil:
• Numerical on Mohrs Cir...
► Bearing Capacity of Soil:
• Numerical on Terzghi M...
► Slope Stability:
• Numerical on Friction ...
► Earth Pressure Theory:
• Numerical on Earth Pre...
► Effective Stress Principle:
• Numerical on Effective...
► Compaction of Soil:
• Numerical on Maximum ...
► Pile Foundation:
• Numerical on Pile Foun...
► Strength of Material:
• column (Part 2)
► Surveying:
• Numerical on Horizonta...
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thanku so much sir from the bottom of my heart!
Thank you very much sir!!
Thanks a lot, you just saved my day
thank you so much for your priceless lesson, but can you please tell us what the name of calculated cohesion from the graph [500] when the ^soil cohesion^ is 30 ?
Great explanation sir!!
Thank you so much May God bless you sir
Thank you..❤️🔥
Thank you soo much sir , your way of teaching is just incredible, you taught each and every point very nicely!❤️
Thanks and welcome
Thanks for your hard work
Thank you so much
thank you.
How calculate u sir BC DISTANCE if not mention in qns?
Thanks a lot
thank you sir nice video
Tysm
Thank you so much sir ...loved it👏
Most welcome 😊
Ty sir.. because 1cm= 2m
😂😂😂😂😂😂😂
😂😂😂😂
Sir, if distance BC is not given how to proceed
Thank you soooooo much sir......!
Welcome
Convincable videos, understood very clearly......plz upload the Limit State Method problems too.....
Sure, tell me the topic.
@@vedprakashmaralapalle5360
Actually Lsm is totally formula based , but we dont know the technique to remember those formulae, can u help with some tricks with formulae?????
OK.. I will try
Thanks sir😊
Sir you didn’t mention that point where we draw w! We measure 9.4 at 23:15
Than you
Thank you so much sir..
Namit Sarang 12m deep cut is not given then how to slv?
Where do we use L cap and a ??
Sir, what is distance AB?
Bhut aacha samjhaya aapne 👍
Thank you
At the end, what is the use of calculating L-cap and a? Very nice explanation though
👌👌👌
how did you plot the centre of circle pls explain it!!
Radius is given to us. Take that distance in your compass keep it at point A and mark arc. Then keep compass on point C and mark again. Intersection point is centre of friction circle.... Watch video again
Thank u v much sir
Welcome
what should we consider in assuming the possible circular failure surface radius ??
pls help me...thank you :)
Assume radius 10 meter
@@vedprakashmaralapalle5360 okay sir tysm
More important numerical on ge-1
Welldone sir
Thanks
Thanku so much
Thank you
Ved sir retaining wall k problems upload karo mumbai university k it will help students
Ok
How have you determine point B?....wats the distance btw A nd B?
6cm=12m from A to the angled line
Very nice
Thank you
If distance BC is not given how to solve?!
If data is missing then we have to assume suitable data
Sr if cut 12m deep is not given then?
Anas khan assume depth of cut 10 meter.
My Civil Engineering World by Vedprakash Marlapalle thank you sr❤️
🙇🏻
Sir plz exaplain the weight of soil mass plz sirr
Stability checks of retaining wall
As per revised syllabus of Geotechnical engineering 1 retaining wall chapter has been removed in Mumbai University.
10 marks hath me😊
1cm = 2m sir..........thank you
Welcome 😊
I mean we calculate Lcap Lbar and a. We use Lbar in the end to find Cm. But where do we use a??
a is used to draw C (cohesion) line
u yourself not used it to draw cohesion line
500kN kaisa aaya
Thank you so much