Can you please provide a detailed explanation on what is safety analysis . I know plaxis already provide a brief definetion on this but still not fully understand. Thanks
I want to simulate an unsupported sloped Excavation but the Ground displacements seem unrealistic. Can I simulate the Excavation in the same way as a slope (as shown in this video)? Or should I do the regular way by deactivating the excavated part of the soil?
@@theengineer7732 it is alwayes raisings next to the excavation. The Ground deformations next to the excavation are upward and i want them to be down displacements. This happend in all ground types.
Hi. Many thanks to you it is very good application. Please how can I do safety analysis phase with loading but without doing plastic analysis before it. with my best regards
Please can you make an illustrated video for this same application but with adding reinforcement to the soil slope in order to fine the displacement curve and also bearing capacity. with best regards
Hi bro，I have some questions. The total displacement of Initial Phase is 0.0981m, but when you apply a loading ,the total displacement of phase 2 is about 0.051m, I can't understand why the deformation is smaller than Initial Phase, can you help me? Thanks a lot! by the way, I love your teaching video, they are very helpful!!
@@theengineer7732 Thanks for your reply(*^_^*). The phases just in your video called Initial Phase and Phase_2, in your video you watched the total displacement about the slope. The timeline of video are 8:19 and 8:26. Thank you very much!!
Dear friend, this value in phase 1 (0.0981) is a parasite displacement since we did not draw our soil with a bore hole, but this value should not be taking in consideration
Dear Engineer, your tutorials are short and precise. How can I get the Plaxis 2D ultimate please? I cannot proceed with dynamic analysis.
Hello Engr. the pdf you have linked in the discription is no longer active if you have it please update
Can you please provide a detailed explanation on what is safety analysis . I know plaxis already provide a brief definetion on this but still not fully understand. Thanks
Hello, yes i will
I want to simulate an unsupported sloped Excavation but the Ground displacements seem unrealistic. Can I simulate the Excavation in the same way as a slope (as shown in this video)? Or should I do the regular way by deactivating the excavated part of the soil?
How much is the displacement
@@theengineer7732 it is alwayes raisings next to the excavation. The Ground deformations next to the excavation are upward and i want them to be down displacements. This happend in all ground types.
How much is it? The value of the displacement
@@theengineer7732 8mm in sand and 45 mm in clay.
Hi Eng. I hope you're doing well. I thank you for the insightful tutorials. I would like to request the download link for Plaxis 2D V21. Thank you.
Thank You
Welcome!
Please make video on effect of micropiles on slope stability.
I will
Use plaxis 2d not plaxis 3d
Hi. Many thanks to you it is very good application. Please how can I do safety analysis phase with loading but without doing plastic analysis before it. with my best regards
Deal
Why you have not activated line loading as seen in model explorer it is not marked??
It is not activated in the first phase to see the stability under self weight
But it is activated in the next phase
@@theengineer7732 not activated any phase?
@@mdhusain1919 please download pdf u will find everything in details
Can you provide video of slope stabilty analysis using plaxis 3d
Yes
How can ı do one row pile with 10 cm space in slope?
Hi. Can you provide any tutorial related to slope stability of navigation channel in Plaxis 2d??
Yess
Please can you make an illustrated video for this same application but with adding reinforcement to the soil slope in order to fine the displacement curve and also bearing capacity. with best regards
Deall
deall
so when exactly does failure occure? On a FS > 1?
i wonder if is possible to have a FS>1 with failure
Sir, how to calculate the Factor of Safety?
Hi bro，I have some questions. The total displacement of Initial Phase is 0.0981m, but when you apply a loading ,the total displacement of phase 2 is about 0.051m, I can't understand why the deformation is smaller than Initial Phase, can you help me? Thanks a lot! by the way, I love your teaching video, they are very helpful!!
Helloo!
Do you remember the phases names??
@@theengineer7732 Thanks for your reply(*^_^*). The phases just in your video called Initial Phase and Phase_2, in your video you watched the total displacement about the slope. The timeline of video are 8:19 and 8:26. Thank you very much!!
I will check
Dear friend, this value in phase 1 (0.0981) is a parasite displacement since we did not draw our soil with a bore hole, but this value should not be taking in consideration
@@theengineer7732 thanks for your answer! I will learn and practice more about plaxis. So could I have your connection or email？
Hi..I hope you are doing well. How can I Solve the 101 and 111 errors without changing the soil properties
i will make a video
Many friends want to know the effect of micropiles on slope stability using software analysis plaxis 2d
did you checl the videos??
Favor un modelo en 3d.
Please reply bro I am in urgent need
Yes
@the engineer please comment your email id
Please leave your mail and i will send you a message