Effective stress, Total stress and Pore water pressure in Soil Mechanics || Example solved

[@_shumba]

You have explained a concept in 12 minutes that I was not confident on after a year of lectures 👏🏿. Maybe I just finally have the passion to learn the topic. KZbin videos have always helped me to get the highest marks, I was foolish to depend on classrooms and lecture notes alone, I just don't learn that way.

[@civilengineering94]

Excellent!

[@roshakreigns7186]

Thank you very much..you gained me 8 marks in 10 mins💛💛

[@civilengineering94]

Glad it helped!

[@ROHANBEHERA-os6ty]

4 marks question here in our college 😢😢

[@shahjamal7375]

Thanks. You are a good teacher.

[@civilengineering94]

You are welcome!

[@builvarchservices]

Good and beautiful explanation than others

[@civilengineering94]

Thanks a lot

[@koaylt]

The effective stress diagram is the subtraction of total stress diagram by the water pressure diagram. The bottom of the total stress is reduced by 60kPa to get the effective stress at bottom point.

[@EulerCauchyNewtonGauss]

sir, you're giving lecture very nicely. can i ask which textbook is this question from? please help sir

[@civilengineering94]

Thank you. I don't remember it exactly now

[@maiix7217]

Only if my lecturers explained with such clarity! :( I would've enjoyed it more

[@civilengineering94]

Glad it was helpful!

[@carolinamendez1053]

Question: what if the area above the water table has a moisture content of say 15% - do we use dry unit weight or total unit weight in our calculation?

[@rorywilson656]

This is wonderful, what a great teacher!

[@civilengineering94]

Thanks

[@schwarzmann1]

Thank you for this video, it helped a lot

[@civilengineering94]

Glad it helped!

[@sagmus9288]

thank you very much but please i need treated question under soil consolidation.

[@aminaqaali8643]

Thank you sir I am one of connecting to channel thank you ur guide I have one ☝️ question sir the last part the water pressure calculation You took 19.81 isn’t take the 20

[@TariqulIslam-ku6lc]

Can you please let me know the author name of the soil mechanics book?

[@isaacokoth2245]

Thanks. But at 3-3; why use 169 instead of 139.6 since that is the resultant stress?

[@millpath]

He used 169 because when he calculated pore water pressure for 4-4, he used H=6ft. He can also use 139.6 like you said, but H must be = 3ft when calculate for pore water pressure

[@mukhtarahmed2345]

Thanks but i need stress and strain of beam do post it.

[@faizanhabib68]

THE HESCO BASTION SIZE 7 FEET BASE AND HIEGHT 7/25 FEET/ SPOT WELDED MESH SIZE IS 80 M/M AND WIRE THICKNESS IS 4.5 M.M

[@faizanhabib68]

DEAR FRIEND CAM YOU HELP TO CALCULATE THE STRESS OF POURED SAND IN HESCO BATION

[@Esaaaaa997]

Nice good but if you share with same example pdf file it's good

[@wongtenghui2811]

Would like to know about unsaturated conditions

[@cheneba9242]

I think Similar procedure...but you'll use dry unit weight in your computations... Pore water pressure will be zero( since there's no water)

[@brayantoledo7073]

Better than all my proffs in uni 😂 lakehead university is a joke

[@محمدالعجيري-ر5م]

thank you teacher

[@civilengineering94]

You are welcome

[@sanchanasandaruwan5384]

Thank you💫

[@civilengineering94]

You are so welcome

[@qadialyounes3266]

Life saver

[@harishrathnam2476]

Thank you Sir

[@civilengineering94]

Most welcome

[@sudhashrestha9714]

tHANK YOu soo much sir

[@civilengineering94]

Most welcome

[@bheemeshy1805]

Tnqq..

[@civilengineering94]

Welcome 😊

[@rokonislam63]

wow

[@akiousainebyoona4870]

Good lecture

[@civilengineering94]

Thanks for liking

[@payalkumari8252]

Or vedio bnayee sir plz

[@henrymarquez5007]

good work detailed with graphics, now can you draw the static free body diagram of the particular example, I think it should be shown, thx

[@arylie2011]

❤

[@civilengineering94]

Thanks

[@sagmus9288]

hi

[@civilengineering94]

hi

[@arylie2011]

Thank you sir ❤

[@civilengineering94]

Most welcome