Відео

Thank you so much

.27 po dapat yung cc thsnks po

Your work is so detailed Thank you so so much I will write it like this in my exam

Nice work but the sum of %retained is 445 not 450

What is the type of soil now

Hello po! Ask ko lang po pa’no po nakuha yung 45?

san po makikita book maam :>

Good explantion regards from india

How did she get the angle?

Terimakasih banyak boss

i dont get it howd u got the mm on D10,D30, and D60

Is there a way to memorize openings (mm) of sieves easily? Like patterns

Gracias

It is necessary the flow curve touch all the points?

Ang labo mo naman magexplain. Hmp

mam calculate only first value of normal stress and shear stress or other values shouId be calculate yes or no mam

This is amazing ma God should protect you

Thank you, Madam really help.

clay is normally consolidated, you can not use Cc. present pressure is lower than pre-consolidation pressure

very good job thank you

Hello miss Maria what if we had a soil layer under the base of the wall itself? How would it behave? Would it cause a constant pressure and surcharge only? Please I need an accurate answer. Thank you!

You are awesome Dr ,keep it up 💞

What app are u using?

Your videos literally helped my in my soil mechanics exams this semester🙌🏽

Thanks

Thanks 😊

Thanks

No, thank you

Thank you so much Dr Maria

why didnt you included 1.5 X 17.33 when calculating the total stress at D?

how's the qu been given??

thank you

What is fun about soil mechanics?? It's all about memorizing formulas and direct substituting... Engineering dynamics and mechanics of materials were fabulous

Where can i see the group symbol and group name of all soils?

16.75 not 16.5

Hi Doc, the formula for Total stress should be as follows: Stress (D) = 3 * dry unit weight (sand) + 6 * saturated unit weight (clay) = 3 × 17.33 + 6 × 18.59 = 163.53 kN/m2 if you use the submerged unit weight for calculating total stress then you will get an answer of 104,67 kN/m2 17,33(3)+(18,59 - 9,81)(6) = 104,67kN/m2

Mam what we have to do in Case of partially saturated soils

Why you don't assume wet density instead of dry ?

Dr can you please help me with this book link? fundamental of geotechnical engineering

❤

Dr. Maria you are my hero, thank you so much for these lecture videos, you explained everything so well!

Thank u Dr.

So helpful 😊 thanks doc

paano po makuha yung Unifomity coeffcient given only seive number and mass of soil passing ? thanks po

Ma'am, ask ko lang po. sa may drained part po (deviator stress), 'di po ba muna i-minus yung pore pressure sa bawat stress before sila pag plus-in? since may pore pa sa chamber confining, or ganyan po talaga?. Thanks po.

hello po, paano po icalculate yung mga y?

Madame. If we can get pdf . It would be helpfull

Thanks you ❤

good day maam, Can I request the template of the grain size distribution curve?

Thank you very much madam