Mod-01 Lec-23 Design of Retaining Wall

[@narayananjayachandran831]

Before starting to watch the video, please read below. 1. select a play speed of 1.25x or 1.5x, with 1.0x play speed you will find it boring any you may sleep. 2. When he starts writing something, press the right arrow once or twice so it skips to a point where he has completed writing it. 3. Promise to yourself to not close this video before watching it completely. This is very important. 4. As and when required, pause this video and watch some animations of whatever concept he explains for better clarity. There are tons of animations in youtube. All the best. This lecture will be really helpful, trust me.

[@pratyushkumardora9170]

Nice guidelines bro Helped a lot

[@pk3575]

Thanks

[@hishamajmal]

Thanks for this guidlines

[@oudaivongkeo1447]

hahah Thanks

[@elenakim1436]

Thank you so much 😄👍🏻

[@pkarna1341]

Thank you Sir for an outstanding presentation. I find this extremely valuable. Thank you again, and please continue to upload more in future.

[@tamizhazhagan1386]

Sir thanks for providing me such useful classes.

[@felixvarghesegeorge7874]

Thank you Sir for your valuable lecture & this video will help us to understand better about the design of retaining wall.

[@dakbabu]

For those who'e complaining about pace of the lecture, please increase your speed settings to 1.5 or 2.

[@dicksonadjarani1921]

Thank you so much for this. This will help my class understand better.

[@hellostranger9645]

Cantilever Retaining wall recommendation/guidelines is based on which IS code or specification ?

[@nareshsharmasharma6892]

sir i like your lectur it is really changing education system

[@hanjicanada]

If explained with direct taking question,then we can understand easily,bcuz its very difficult to learn like this

[@lifeisgood9474]

thanks for the video, very informative better than how we were being taught in nz

[@de-leonmindset8468]

Professor you're the best! Thank you so much!!

[@ahmedzayed4136]

Please , I want solve example about Anchors and Tie back

[@amitsarpanch]

why base pressure is max at shorter side?? Also to locate minimum and maximum pressure in combine footing?

[@engsasa4669]

what am i do if theres water effect on retaning wall. such as the canal ..(water caused rurning or no)

[@mudesanthoshkumarnaik3518]

sir Pls give a class on estimation of concerte quantity and steel quantity of a retaining wall

[@ajmalaju8388]

I want this details

[@ajmalaju8388]

If you learn please tell me @MUDE SANTHOSH KUMAR NAIK

[@er.kunjbihariranga1592]

sir IS code is used or not please tell me

[@haroonrasheed7697]

Culmanns method is there in this video?

[@napkumara73]

Very good and valuable lecture Sir

[@pravinpawar8674]

sir, can u provide references for assumptions please🙏

[@madanp4310]

The value of alpha is ohk...but in eqn of alpha you should not mention that 'i'...u should mention effective angle of shearing resistance phi dash

[@a-youtube-user-]

Sir u had taken H differently in different diagrams please make it clear

[@assadullahmalangyar6276]

thanks from your nice feel

[@samuraiNishant]

मेरा एक सवाल है अगर किसी को answer आए तो plz बताये कि हम Retaining wall मैं 1:3 का slope क्यू provide करते है.... क्या 1:3 standard है?

[@pkgzp]

awsm sir...

[@barsa_beby3696]

Many many thx... sir....

[@yashsahu1]

sir,why not we provide this video with some of animation,I mean its better to understand if we see that how soil is sliding and how it is overturning,and how it is resisted by forces. if you see the MIT university videos you better understand what I want to say.

[@leenahazarika2425]

HOW TO CALCULATE DISTANCE "a"

[@madanp4310]

H what you have provided to gravity retaining wall is wrong...H will be the top of the stem to the Bottom of the base

[@soulfulengineer101]

When will(if) backfill side stem face be sloped?

[@RakeshYadav-du7iu]

There will be shear failure development chances

[@civilsaurabh]

sir mujhe aap retain wall ki quantity kese measure kese karenge please bta di jiye apne video mai

[@pavankumarreddy7273]

@25.10 min. e should be less than b/6.then no tension. Occurs... N. If e is greater than or= b/6 tension failure occurs

[@engzabimahmodi3333]

please design stone masonry wall

[@frommyspecs]

38:00

[@shashi988]

Alpha expression (angle of shear line with hozi.) for calculation of gravity retaining wall is incorrect.

[@manojt7816]

Nice

[@frommyspecs]

26:22

[@Durgeshkumar-ip1ls]

Thank you sir

[@prakashchavan2847]

How to design gabion wall

[@arunrbhandary1078]

Prakash Chavan pls explain Design of gabion wall

[@RahulWadhwa31]

Your phone is ringing sir

[@hyehnen]

speed up sir

[@vikramparihar7153]

Bharath K increase play speed

[@AmanDembla]

so many mistakes in speaker's language, but still long lectures looks boring , provide animations if you can.

[@eminemallsongs6632]

Off karo channels

[@nehamd2392]

I find no use by watching this video all this is even present in textbook....what is the use of copy paste....Explanation, reasoning naam ki koi cheez bhi hothi hey!!!!!!!!!

[@05fireboy]

Can you please let me know what text book you are referring to?

[@billydamnit]

39:00