Thanks for complete clarity in deliberation.

Good example

Thank you very much

what is the effect of surcharge (if there is any) in this calculation?

For slice 1 and 2 the value of T=Wxsin alpha is negative due to the position and effect of the slices on global, so please notice the difference.

This really helped

Where did you get gamma w of 9.81 when starting to do pore pressures? Got it, 9.81kn/m is the unit weight of water.

I think the weight of slices 1 and 2 must be negative.

what would you do if the unit weights are different

the soil mass weight dont would be differente under and above the line of water?

what if the angle of friction is 0? because clay have no angle of friction

Thanks you

I have 2 question, 1. Did you assume the dimensions for the width and height of the slice? 2. Is there a way to calculate the angle of the slice without using protractor?

@Enderayenah

2 ай бұрын

This is what i wanna know too TT

why the unit of W is kN, shouldnt it be kN/m

I didn't get it how you are getting the first three columns angle ,thickness, height. Can you please explain elaborately for better understanding?Thank you.

@dahaproject3498

4 жыл бұрын

I only download from elearning website, in the practical you must predict where is the critical slice location. (minimum safety factor). maybe this instructor use assumption only.

@MasterCivilEngineering

3 жыл бұрын

Watch here more dear

how do you determine the center of the circle? If you don't have the value of the radius

@dahaproject3498

4 жыл бұрын

this instructor use asumption

@MasterCivilEngineering

3 жыл бұрын

Good question

One dout sirr How u got the height h

@fromhereandhere8442

4 жыл бұрын

From his drawings i think

@dahaproject3498

4 жыл бұрын

yes, use asumption

@MasterCivilEngineering

3 жыл бұрын

Average height

how do you divide the slice??

@MasterCivilEngineering

3 жыл бұрын

Depends upon the question

@Enderayenah

2 ай бұрын

​@@MasterCivilEngineeringwhat if the width slice is 2m?