when i see this video i recall all memories of 4 yrs gap in my studies . i want to express gratitude .keep motivating your student madam . thank you from Nepal
Thr part where we calculated 1.2m for below and above the gwt is understood but while calculating the part where its below the gwt why was the unit weight of the dry sand used and not the saturated part since we were calculating for the below gwt
when i see this video i recall all memories of 4 yrs gap in my studies . i want to express gratitude .keep motivating your student madam . thank you from Nepal
You are the best. I'm happy to see your videos
I love the way she solve, Good job!
Thr part where we calculated 1.2m for below and above the gwt is understood but while calculating the part where its below the gwt why was the unit weight of the dry sand used and not the saturated part since we were calculating for the below gwt
if the effective stress area is in the negative region (to the left) would you subtract the forces?
why did she calculate the pressue twice at h=1.5?
Can anyone please explain the last steps, i dont get how to use values of Y's
Thank you good! Spiegazioni
Nice mam. Another video plz.
thanks a lot ❤👍🏽
thank you a lot
hello po, paano po icalculate yung mga y?
Wala po ba yung Cohesion?
No, thank you
y bar is 10.8m, I think.
maam more pls :
Malinaw pagkaka-explain. Na-gets ko kaagad. More power!