Total, Effective Vertical and Horizontal Stresses, and Pore Water Pressure: Theory and Examples

[@schwarzmann1]

Thank you so much for this video super appreciated

[@Danaromarali]

what if unit weight is given by gr/cm^3 and (Z) is same meter. in this case is unit change needed?

[@pankajkumar-pl1tk]

nice learning

[@pakitehad6202]

sir for pore water pressure the height of water is two why did you multiply it with ten

[@kubasek1111]

the height of the water is measured from the point you calculate stresses, not from the surface

[@clairesarmiento3200]

why does the vertical effective stress of sand become 48.5 while the clay is 49.5?

[@GeoEngineeringandScience]

That's a typing mistake. It must be 49.5 kPa.

[@clairesarmiento3200]

@@GeoEngineeringandScience thank you so much for the clarification sir. God bless

[@usha_risvlog4236]

How to find out the unit weight value of 20KN/m*3

[@GeoEngineeringandScience]

The unit weight depends on soil density. These two videos explain how to do so: ua-cam.com/video/1tLL9Z-mBWw/v-deo.html, ua-cam.com/video/a32_du2TNPI/v-deo.html