Numerical on Earth Pressure Theory (Part 1) l Mumbai University Solved Example.

[@Josh-zk7pf]

i just have to say, not only is it such a comprehensive example explaining every single detail why you're doing everything, but you're the first indian channel (forgive me if im wrong) that doesn't speak in hindi for civil engineering videos, and to that, I say you've earned a new subscriber :)
cheers!

[@Josh-zk7pf]

do you use 1-sin(phi)/1+sin(phi) in place of tan^2(45-phi'/2) because the friction angle is undrained? or am i misinterpreting the reasoning behind this, anyone with any help would be greatly appreciated!

[@atharkhan5674]

Thanks sir it is very help full to me keep it up.and make more videos like this

[@viewofcivilengineer4625]

th-cam.com/video/AgO8f4sVNmc/w-d-xo.html

[@solomonsoo8773]

Why in the second layer you not putting into consideration cohesion when calculating pressure due to layer 1

[@aabhastiwari1463]

bhai pata chala consider krna h ya nhi plz reply

[@jayantnalla4910]

Sir I've a problem if phi of submerged soil is not given then how to calculate phi for submerged soil?

[@vedprakashmaralapalle5360]

Phi saturated minus unit weight of water

[@ashwinichinu2681]

Tq u so much sir it's very use ful in students do more videos

[@vedprakashmaralapalle5360]

Welcome

[@pavanshetty3085]

how to assign the shapes? triangle and rectangle?

[@prabakar2603]

I'm also having the same doubt?

[@nalongsiram6141]

Sir why are not considering the water pressure

[@gaurikolhapure1816]

Sir problem of retaining wall With surcharge how to solve...?

[@vedprakashmaralapalle5360]

watch earth pressure (part-2)

[@gaurikolhapure1816]

My Civil Engineering World by Vedprakash Marlapalle yes i hve seen that...bt i want for cantilever retaining wall...askd in may 16 que 2)b

[@TITAN-ACADEMY-98]

Thank u sir for clear my doubt

[@mayurjorigalwar189]

Plz...make videos on Gondwana university question papers..🙂

[@khenirajesh]

excellent explanation. Thank you.

[@vedprakashmaralapalle5360]

Thank you

[@hilarymachera855]

Sir atZ=1m why did we not use 27,86 why did we use 8,82

[@sharadkamble3969]

How to calculate Gama w as 10 please explain

[@vedprakashmaralapalle5360]

If Gama W is not given assume 9.81 or 10kN/m3

[@amitravi3208]

sir plzz make more video of soil mechanic numerical

[@tapaspal4101]

Tq. Sir,also request to upload determine the magnitude and point of application or active and passive resultant thrust on wall

[@vedprakashmaralapalle5360]

OK dear

[@tapaspal4101]

Thank you sir.

[@bikramyadav8392]

You are too good

[@vedprakashmaralapalle5360]

Thank you

[@thekamranways6627]

nice sir

[@TITAN-ACADEMY-98]

Sir coulomb theory in earth pressure ka video banaye use doubt hai mujhe

[@vedprakashmaralapalle5360]

Ok

[@tushugarad3079]

Thanks u so much sir

[@vedprakashmaralapalle5360]

Welcome

[@priteshjiwane1058]

An embankment is made of soil having following properties
c = 20 kN/m2 fai=20°
r= 19 kN/m^3. j = 45°
♉a = 27°
♉B = 35°
r saturated = 20 kN/m3
H = 10 mt
The Water Table is 5 m from the top Find FOS for the given slope
please give the answer of question

[@getahungebre3291]

God bless You!

[@vedprakashmaralapalle5360]

Thank you

[@NitEsHkUmAr-kn2ln]

In step 4 there is no taking of pore pressure

[@letsplayminecraft3061]

God bless you

[@vedprakashmaralapalle5360]

Thank you

[@pujarivinaykumar6531]

How we get the shapes of layers?

[@mkaslantas]

Sen nasıl bir kralsin :) thanks

[@vedprakashmaralapalle5360]

Welcome

[@manavshatty3892]

Nice👍

[@pritammalusare6833]

Thank you so much sir...👌👌😊

[@tripurajobnotification9011]

thanks sir ..nice explnd

[@vedprakashmaralapalle5360]

Thank you

[@jai1362]

Numerical from which book?

[@civilknowledge1]

Part 2 ka link send karna

[@vedprakashmaralapalle5360]

Go to the play list

[@civilknowledge1]

@@vedprakashmaralapalle5360 udhar sir bhout hai kya ap wo link muja baj skta hai sir g🙏🙏🙏

[@vedprakashmaralapalle5360]

@@civilknowledge1 th-cam.com/video/lrfZXX_l09g/w-d-xo.html

[@civilknowledge1]

@@vedprakashmaralapalle5360 thank you very much sir🙏🙏

[@tajuddinansari6154]

Thanks a lot

[@jayeshraut8532]

(21-10) kaise aya? Question me Ysat = 21 hai and Yw = 18 hai
Please help, thank you.

[@hemantpictures]

jayesh raut Yw=10or9.81 lete hai always

[@jayeshraut8532]

I mean is it the standard value for Yw or it was written by mistake?

[@jayeshraut8532]

hemant pictures thanks man!!

[@vedprakashmaralapalle5360]

Ysat =21, Yw= unit weight of water =10kN/m3.... Y submerged = Ysat - Yw.. i.e. (21-10)

[@jayeshraut8532]

My Civil Engineering World by Vedprakash Marlapalle thanks a lot.. bhai woh graph wala bhi problem ho gaya kal ppr hai.. pass hine ke liye aur konse topic karu (theory bhi chalega).

[@SunilKumar-gd6kf]

Want more examples

[@vedprakashmaralapalle5360]

Very soon I will upload more numerical.

[@rockon-kx4np]

thank you

[@vedprakashmaralapalle5360]

Welcome

[@vinaypatil564]

❤

[@waqasimteyaz7289]

Thanks sir

[@vedprakashmaralapalle5360]

Welcome

[@James.Danggen_]

Aur banao soil ka

[@vaibhavambulkar4286]

thank you sir

[@vedprakashmaralapalle5360]

Welcome

[@ahmedansari6704]

✌

[@ahmedansari6704]

Sir question dek k kaise pata chalega ki earth presssure theory ka hai yeh sum?

[@vedprakashmaralapalle5360]

they will ask like....calculate active earth pressure and point of application.

[@ahmedansari6704]

Ohhh acchaaa ty sir

[@parashmtripathi]

✌🤞✌

[@vikashmarandi7234]

😢😢😢😢

[@iamgokul3952]

Jab batana sahi se naa aata ho to plze bataya naa kare pehla to answer galat nikal rahe hai dusra jo man me aa raha hai wo kiye jaa rahe hai . 😡😡😡

[@plannersconsultantconstruc4365]

your basic is very low

[@solaimanhossain2097]

Thanks sir

[@rajtyagi7509]

Thanks a lot.