Shear strength of soil 🔥🔥

追加: 2026-05-20

[00:00:01]Generally we have read that whenever we talk about quick scent condition, quick scent condition occurs only and only in cogen less soil. Never does quick scent condition akar in cogen soil.

[00:00:12]Quick sent is not a type of sent.

[00:00:15]It is only a flow condition. This is just a flow condition. When the effective stress becomes almost zero due to upward flow.

[00:00:21]So the soil particles come out of the soil mass and start flowing with the water or in the direction of flow. It is called to extend the condition. Isn't it? So the point is that in Sir Poison Soil's case, Quicks and Conditions never occur. But in case of poison less soil it always the akar.

[00:00:36]Well, even in poison less soil, if I am talking to you about gravel, if I talk about porous sand, then there will be no akar in it. Why wo n't it have a letter? Because brother, in organic less soil or gravels, if we have to get it quickly conditioned and achieve critical hydraulic gradient, then in that condition, very high discharge is required which is practically not possible, if you are understanding in this case, then that is why generally fine soil or fine sand, organic less sand should be fine, this can be different in it because in that, even in low discharge, particles can leave the soil mass, my question is this. The question is that Sir, there is no difference in the cohesive style here. The difference is happening in Cozen Less Soleil itself.

[00:01:22]So the reason for this is that in cohesive soil the shear strength is never zero, son.

[00:01:26]If the effective stress also becomes zero, then the shear strength will be equal to the cohesive force.

[00:01:30]But if we talk about cohesion less soil, then the shear strength in cohesion less soil becomes completely zero. If effective stress becomes zero then there is definitely a problem. There is no cogeneration force at all. So Koiz Less will always have Fixed End Condition Akar and not Akar in it. Any