The main point is how to draw tangent line for three circles. The line is not obtained just with a ruler as you said. Linear regression analysis is required to find best fit line.
is c' and phi' not for effective stress though? is this case has pore water pressure been implemented/ considered. how would that differ the solution ?
For this method, you will get the cohesion and friction angle from your plot. Make user that your plot is to scale (1:1). The intersection of the failure envelope line with the shear stress axis will produce the value of cohesion (in kPa) while the inclination of the failure envelope line will give the friction angle (in degrees). Another way to determine the effective cohesion and friction angle is to use a numerical approach (formulas), which is described in this video ua-cam.com/video/W1LIs7I8zSs/v-deo.html
The main point is how to draw tangent line for three circles. The line is not obtained just with a ruler as you said. Linear regression analysis is required to find best fit line.
is c' and phi' not for effective stress though? is this case has pore water pressure been implemented/ considered. how would that differ the solution ?
Is there a theoretical approach to solve this question without actually drawing the move circles?
Very useful thank you!
Hello sir, please how do you get the line used to get the angle…
You didn't show how to get cohesion or angle of friction, can you please elaborate on how to get them?
For this method, you will get the cohesion and friction angle from your plot. Make user that your plot is to scale (1:1). The intersection of the failure envelope line with the shear stress axis will produce the value of cohesion (in kPa) while the inclination of the failure envelope line will give the friction angle (in degrees). Another way to determine the effective cohesion and friction angle is to use a numerical approach (formulas), which is described in this video ua-cam.com/video/W1LIs7I8zSs/v-deo.html
Is the other properties like E, unit wight and dilation angle of this type of of soil mentioned in the book ?
How could I got the book ?
That's very informative, can i apply this method on rock? Also if i have two axial test can i apply the same method ? Thanks in advance
There is a different method to analyse triaxial tests conducted on rocks. I will soon post a video on how to do so.
@@GeoEngineeringandScience Alright sir, Thanks for your response