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

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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.
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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

Опубликовано:

12 сен 2024

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Комментарии : 46

@_shumba Год назад

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. RU-vid 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 Год назад

Excellent!

@roshakreigns7186 3 года назад

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

@civilengineering94 3 года назад

Glad it helped!

@ROHANBEHERA-os6ty 4 месяца назад

4 marks question here in our college 😢😢

@schwarzmann1 5 месяцев назад

Thank you for this video, it helped a lot

@civilengineering94 4 месяца назад

Glad it helped!

@carolinamendez1053 11 месяцев назад

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?

@koaylt Год назад

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.

@maiix7217 3 года назад

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

@civilengineering94 3 года назад

Glad it was helpful!

@rorywilson656 Год назад

This is wonderful, what a great teacher!

@civilengineering94 Год назад

Thanks

@TariqulIslam-ku6lc 2 месяца назад

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

@aminaqaali8643 4 года назад

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

@sagmus9288 2 года назад

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

@wongtenghui2811 3 года назад

Would like to know about unsaturated conditions

@isaacokoth2245 3 года назад

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

@millpath 3 года назад

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