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

This video shows how to find and draw vertical stresses for soil having different layers. In this video one numerical example has been solved to show how to calculate total stress, effective stress and pore water pressure in soil layers. For more details please watch full video.
Our channel brings civil engineering videos for students of Diploma, B-tech, M-tech, Bachelors and Masters.
Subscribe our channel for more civil engineering videos.
/ civilengineeringonlyci...
#Effective_stress_Pore water_pressure_Total_stress
Effective stress
pore water pressure
stresses in soil
vertical stresses in soil
soil stresses
total stress in soil
stress at any point in soil
soil mechanics basics

[@_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.
RUclips 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 😢😢

[@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

[@rorywilson656]

This is wonderful, what a great teacher!

[@civilengineering94]

Thanks

[@wongtenghui2811]

Would like to know about unsaturated conditions

[@schwarzmann1]

Thank you for this video, it helped a lot

[@civilengineering94]

Glad it helped!

[@mukhtarahmed2345]

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

[@qadialyounes3266]

Life saver

[@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.

[@sagmus9288]

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

[@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?

[@Esaaaaa997]

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

[@rokonislam63]

wow

[@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

[@TariqulIslam-ku6lc]

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

[@sanchanasandaruwan5384]

Thank you💫

[@civilengineering94]

You are so welcome

[@harishrathnam2476]

Thank you Sir

[@civilengineering94]

Most welcome

[@arylie2011]

Thank you sir ❤

[@civilengineering94]

Most welcome

[@user-qm8dz8dn7h]

thank you teacher

[@civilengineering94]

You are welcome

[@sudhashrestha9714]

tHANK YOu soo much sir

[@civilengineering94]

Most welcome

[@akiousainebyoona4870]

Good lecture

[@civilengineering94]

Thanks for liking

[@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

[@bheemeshy1805]

Tnqq..

[@civilengineering94]

Welcome 😊

[@faizanhabib68]

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

[@payalkumari8252]

Or vedio bnayee sir plz

[@arylie2011]

❤

[@civilengineering94]

Thanks

[@brayantoledo7073]

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

[@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

[@sagmus9288]

hi

[@civilengineering94]

hi