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.
@ornchantha228
3 жыл бұрын
Really appreciate for your teaching Sir. I hope you do more video in English.
@salsabilaassegaf8318
3 жыл бұрын
Your video was so helpful 😭 thankyou so much!!
@zafercelik2955
2 жыл бұрын
Is there any difference in the results between drawing soil from soil section by boreholes and structure section?
@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.
@hesamamini7213
2 жыл бұрын
Hi mohd, thank you for this usefull video
@mertdemir3498
3 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
@kimjongun3097
2 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.
@tharsushini4002
10 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
@MISSIONAPSCAEANDJE
Жыл бұрын
Can you make a video for Dyanamic slope stabilty analysis
@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)?
@safzal88
2 ай бұрын
I need this version of Plaxis. Can anyone help?
@nurzarithsofiamohamadzamri8519
3 жыл бұрын
Thank you for sharing. Easy to understand.
@sohaib13100
3 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
@bim_engineer_structural
3 жыл бұрын
The best sir.
@muazafja3931
3 жыл бұрын
Very helpful sir, thank you
@arsyrosidarta368
3 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?
@mohdfairusyusof1434
3 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
@vivekanand4245
2 жыл бұрын
Can we find factor of safety of cantilever sheet pile wall?
@musaaslantas5460
Жыл бұрын
thanks
@engeneerengeneer3986
Жыл бұрын
02:38 Why show groundwater levels if the video doesn't explain it?
@krishna32123
3 жыл бұрын
Thank you for the video. It was a nice tutorial. Can you make a tutorial on reinforced earth wall with gabion facing?
@mohdfairusyusof1434
3 жыл бұрын
Great suggestion! I will try to make that video. TQ Choudhary
@adihizami
2 жыл бұрын
Thank you sir
@kamikazebomb2242
Жыл бұрын
Why safety analysis is not allowed after dynamic analysis sir?
@furkanveliozcelik1577
3 жыл бұрын
Thank you for he video firstly, can we make seepage analysis for different rainfall conditions on slopes with plaxis 2D?
@mohdfairusyusof1434
3 жыл бұрын
yes, you can model the infiltration rate in plaxis 2D
@Coktepkiliyim
3 жыл бұрын
Sir can we model the stabilization of slopes by passive piles safely with plaxis?
@noorshadatulamirabintimohd8226
3 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
@mohdfairusyusof1434
3 жыл бұрын
Shadatul, kalau ada model boleh tunjukkan saya atau email saya mohdfairusy@gmail.com
@mohamedelhaddiabidi1571
3 жыл бұрын
thank you yusof, good work...
@mohdfairusyusof1434
3 жыл бұрын
Thank you too
@fatimaoloughlin9084
3 жыл бұрын
Thank U very useful
@kallieballakoroma9621
3 ай бұрын
Please can I have the software
@sreekuttykv1887
2 жыл бұрын
Can you make a tutorial of slope stability in plaxis 3d please
@user-eq3yo5yc2j
Жыл бұрын
thanks man
@elnour8480
3 жыл бұрын
Morning please it"s which version of plaxis?
@milaiqasyah01
Ай бұрын
na tanya, plaxis ini model 2d versi apakah?
@arsyrosidarta368
3 жыл бұрын
thank you sir for this video.
@mohdfairusyusof1434
3 жыл бұрын
TQ Rosidarta
@ahsanhabib8171
3 жыл бұрын
THANKS A LOT ... SIR
@ahsanhabib8171
2 жыл бұрын
Continuity
@GOSPEL276
3 жыл бұрын
Does this tutorial works for plaxis LE?
@hendraaryadin2548
2 жыл бұрын
can you share your matery?? thanks for video upload
@elnour8480
3 жыл бұрын
Thanks for the video. please can I have the power point file??
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