If you are analyzing road embankment slope, then you shall use the unit wieght at 95% of MDD value (maximum dry density x 0.95), of the fill material used to raise embankment. Similarly, cohesion and phi shall also be determined for 95% of mdd remoulded sample of the same material.
Thank you so much, Sir may I have your favor? I have data for the Triaxial test, can I calculate the sensitivity of rock failure or shear strength parameters against confined stress when subjected to different water content? Thank you so much 🙏🙏
Perform several test to obtain a set of data of c phi and unit weight then u just need to find mean value minimum and maximum and then apply this technique explained in video
Where we can get the unit weight data? Is it from lab analysis? And what kind of analysis?
If you are analyzing road embankment slope, then you shall use the unit wieght at 95% of MDD value (maximum dry density x 0.95), of the fill material used to raise embankment. Similarly, cohesion and phi shall also be determined for 95% of mdd remoulded sample of the same material.
How do you have calculated mean, relative min. and relative maximum? Thank you for this wonderful video
why do you choose sf = 1 to determine slope failure
Great video
Thank you so much, Sir may I have your favor? I have data for the Triaxial test, can I calculate the sensitivity of rock failure or shear strength parameters against confined stress when subjected to different water content? Thank you so much 🙏🙏
yes why not
How to analysis of study area
Perform several test to obtain a set of data of c phi and unit weight then u just need to find mean value minimum and maximum and then apply this technique explained in video
@@naqeebnawaz904 thank you sir