kindly check the attached Plaxis 2D model for the secant pile. Following points have been considered during the preparation of model, Grade of concrete = M35 Secant pile Dia = 1.2m Excavation depth = 20m Embedment depth = 20m Anchors = 300mm dia at 1.5 m c/c in longitudinal direction & 3.0m c/c in depth (Max prestress is 700 kN) Vehicular load = 24 kN/m (Kindly guide us if this load is enough considering NH-31A ) Earthquake load = Not considered because as of now.
Request you to guide us for making the model more realistic and error-free, solving the excavation issues (Excessive heaving effect) and for consideration of phreatic line. Also, please confirm to us the maximum permissible deflection allowed in the secant pile ; because as per CIRIA C580 it states that permissible deflection should be within 0.15% of embedded depth. i.e., 0.15% x 20m = 30 mm in our case.
Sir what is the meaning of msf showing 1 for step 1 . Is it the minimum msf? Should we consider the end step result where the body collapse after the calculation steps for msf.
In the stage construction phase, I can’t find the ‘’fully coupled flow deformation’’ I don’t know if my software is incomplete. I can only calculate this 3 parameters - Plastic - Consolidation - Safety I cant find - Dynamics - Fully coupled flow deformations - Dynamics with consolidation
Hi sir, im new to slope analysis, firstly i want to know how to create slope geometry...the calculation of height length of the slope...i already get the actual length, height of the slope, but i dono how to create the slope size
hello;i need your help in simulate plate in PLAXIS 2d software.diameter is 100mm and made in steel E=200 GPa.Whate are values of bending stiffness (EI) and axial stiffness (EA)?
Hi Mohd, Thankyou for really informative video on slope stability analysis. I just want to confirm that did you activate the phreatic surface ( GWT) in analysis phases ? Also, do you have any video on rainfall infiltration simulation using PLAXIS 2D? If yes, please share.. Thanks
Soil body collapse means that the soil mass is already failed. Try to change the stiffness parameters such as Young Modulus. Hopefully it will be working for your model
Sir nk tnye, masa plot slope tu..coordinate tu main letak random ke?dari mna sir tahu coordinate slope semua tu..Sebab saya ada value length and height of slope je ni.DOnt have idea how to get those coordinate
Fs is not 1.351 . you miss the part that 0-10 m on x diagram. These points equal to 1 . be careful. ıf you take the value 1.351 that means this slope is safety but its not
which version of PLAXIS 2D are you using??
Is there any difference in the results between drawing soil from soil section by boreholes and structure section?
Your video was so helpful 😭 thankyou so much!!
kindly check the attached Plaxis 2D model for the secant pile.
Following points have been considered during the preparation of model,
Grade of concrete = M35
Secant pile Dia = 1.2m
Excavation depth = 20m
Embedment depth = 20m
Anchors = 300mm dia at 1.5 m c/c in longitudinal direction & 3.0m c/c in depth (Max prestress is 700 kN)
Vehicular load = 24 kN/m (Kindly guide us if this load is enough considering NH-31A )
Earthquake load = Not considered because as of now.
Request you to guide us for making the model more realistic and error-free, solving the excavation issues (Excessive heaving effect) and for consideration of phreatic line.
Also, please confirm to us the maximum permissible deflection allowed in the secant pile ; because as per CIRIA C580 it states that permissible deflection should be within 0.15% of embedded depth. i.e., 0.15% x 20m = 30 mm in our case.
Can you make a video for Dyanamic slope stabilty analysis
Really appreciate for your teaching Sir. I hope you do more video in English.
Thank you for sharing. Easy to understand.
Sir what is the meaning of msf showing 1 for step 1 . Is it the minimum msf? Should we consider the end step result where the body collapse after the calculation steps for msf.
In the stage construction phase, I can’t find the ‘’fully coupled flow deformation’’ I don’t know if my software is incomplete.
I can only calculate this 3 parameters
- Plastic
- Consolidation
- Safety
I cant find
- Dynamics
- Fully coupled flow deformations
- Dynamics with consolidation
in plaxis, go to help, license configuration. there select everything and restart plaxis. That should do it.
Hi mohd, thank you for this usefull video
Hi sir, im new to slope analysis, firstly i want to know how to create slope geometry...the calculation of height length of the slope...i already get the actual length, height of the slope, but i dono how to create the slope size
Why safety analysis is not allowed after dynamic analysis sir?
hello;i need your help in simulate plate in PLAXIS 2d software.diameter is 100mm and made in steel E=200 GPa.Whate are values of bending stiffness (EI) and axial stiffness (EA)?
Can we find factor of safety of cantilever sheet pile wall?
Morning please it"s which version of plaxis?
na tanya, plaxis ini model 2d versi apakah?
Sir can we model the stabilization of slopes by passive piles safely with plaxis?
02:38 Why show groundwater levels if the video doesn't explain it?
Does this tutorial works for plaxis LE?
Hi Mohd, Thankyou for really informative video on slope stability analysis. I just want to confirm that did you activate the phreatic surface ( GWT) in analysis phases ?
Also, do you have any video on rainfall infiltration simulation using PLAXIS 2D? If yes, please share.. Thanks
Thank you for the video. It was a nice tutorial. Can you make a tutorial on reinforced earth wall with gabion facing?
Great suggestion! I will try to make that video. TQ Choudhary
I need this version of Plaxis. Can anyone help?
The best sir.
when i calculate process, i have error code 111. there's say "soil body seems colapse. please inspect result". what could i do sir?
Soil body collapse means that the soil mass is already failed. Try to change the stiffness parameters such as Young Modulus. Hopefully it will be working for your model
Can you make a tutorial of slope stability in plaxis 3d please
Very helpful sir, thank you
Sir nk tnye, masa plot slope tu..coordinate tu main letak random ke?dari mna sir tahu coordinate slope semua tu..Sebab saya ada value length and height of slope je ni.DOnt have idea how to get those coordinate
Shadatul, kalau ada model boleh tunjukkan saya atau email saya mohdfairusy@gmail.com
thank you yusof, good work...
Thank you too
Thank you for he video firstly, can we make seepage analysis for different rainfall conditions on slopes with plaxis 2D?
yes, you can model the infiltration rate in plaxis 2D
I need to install software how can i get please help me
Fs is not 1.351 . you miss the part that 0-10 m on x diagram. These points equal to 1 .
be careful. ıf you take the value 1.351 that means this slope is safety but its not
Please can I have the software
Thank U very useful
thanks
Can you make content about Plaxis more and more
Thank you Sir
thanks man
thank you sir for this video.
TQ Rosidarta
can you share your matery?? thanks for video upload
Thanks for the video. please can I have the power point file??
THANKS A LOT ... SIR
Continuity
Thank you sir
Thank you sir