Really appreciate for your teaching Sir. I hope you do more video in English.
@bim_engineer_structural3 жыл бұрын
The best sir.
@hesamamini72132 жыл бұрын
Hi mohd, thank you for this usefull video
@zafercelik29552 жыл бұрын
Is there any difference in the results between drawing soil from soil section by boreholes and structure section?
@fatimaoloughlin90843 жыл бұрын
Thank U very useful
@Coktepkiliyim3 жыл бұрын
Sir can we model the stabilization of slopes by passive piles safely with plaxis?
@vivekanand42452 жыл бұрын
Can we find factor of safety of cantilever sheet pile wall?
@ratandasdjn912 жыл бұрын
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.
@mohamedelhaddiabidi15713 жыл бұрын
thank you yusof, good work...
@mohdfairusyusof14343 жыл бұрын
Thank you too
@themercury2036 Жыл бұрын
which version of PLAXIS 2D are you using??
@krishna321233 жыл бұрын
Thank you for the video. It was a nice tutorial. Can you make a tutorial on reinforced earth wall with gabion facing?
@mohdfairusyusof14343 жыл бұрын
Great suggestion! I will try to make that video. TQ Choudhary
@sreekuttykv18872 жыл бұрын
Can you make a tutorial of slope stability in plaxis 3d please
@kimjongun30972 жыл бұрын
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.
@GOSPEL2762 жыл бұрын
Does this tutorial works for plaxis LE?
@furkanveliozcelik15773 жыл бұрын
Thank you for he video firstly, can we make seepage analysis for different rainfall conditions on slopes with plaxis 2D?
@mohdfairusyusof14343 жыл бұрын
yes, you can model the infiltration rate in plaxis 2D
@elnour84803 жыл бұрын
Morning please it"s which version of plaxis?
@user-eq3yo5yc2j Жыл бұрын
thanks man
@MISSIONAPSCAEANDJE Жыл бұрын
Can you make a video for Dyanamic slope stabilty analysis
@derickasangwing1787 Жыл бұрын
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
@riffbaba Жыл бұрын
in plaxis, go to help, license configuration. there select everything and restart plaxis. That should do it.
@arsyrosidarta3683 жыл бұрын
thank you sir for this video.
@mohdfairusyusof14343 жыл бұрын
TQ Rosidarta
@triplytrip42533 жыл бұрын
Can you make content about Plaxis more and more
@musaaslantas5460 Жыл бұрын
thanks
@fabienhandje18782 жыл бұрын
Thank you Sir
@sohaib131003 жыл бұрын
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
@AbdelhamidBaitich Жыл бұрын
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)?
@kamikazebomb2242 Жыл бұрын
Why safety analysis is not allowed after dynamic analysis sir?
@tharsushini400210 ай бұрын
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
@elnour84803 жыл бұрын
Thanks for the video. please can I have the power point file??
@safzal88Ай бұрын
I need this version of Plaxis. Can anyone help?
@noorshadatulamirabintimohd82263 жыл бұрын
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
@mohdfairusyusof14343 жыл бұрын
Shadatul, kalau ada model boleh tunjukkan saya atau email saya mohdfairusy@gmail.com
@ahsanhabib81713 жыл бұрын
THANKS A LOT ... SIR
@ahsanhabib81712 жыл бұрын
Continuity
@arsyrosidarta3683 жыл бұрын
when i calculate process, i have error code 111. there's say "soil body seems colapse. please inspect result". what could i do sir?
@mohdfairusyusof14343 жыл бұрын
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
@kallieballakoroma96213 ай бұрын
Please can I have the software
@hendraaryadin25482 жыл бұрын
can you share your matery?? thanks for video upload
@engeneerengeneer3986 Жыл бұрын
02:38 Why show groundwater levels if the video doesn't explain it?
@milaiqasyah0125 күн бұрын
na tanya, plaxis ini model 2d versi apakah?
@mertdemir34983 ай бұрын
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