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Slope Stability Analysis Using PLAXIS 2D 

mohd fairus Yusof
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8 сен 2024

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Комментарии : 52   
@salsabilaassegaf8318
@salsabilaassegaf8318 3 года назад
Your video was so helpful 😭 thankyou so much!!
@ornchantha228
@ornchantha228 3 года назад
Really appreciate for your teaching Sir. I hope you do more video in English.
@themercury2036
@themercury2036 Год назад
which version of PLAXIS 2D are you using??
@ratandasdjn91
@ratandasdjn91 2 года назад
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.
@nurzarithsofiamohamadzamri8519
@nurzarithsofiamohamadzamri8519 3 года назад
Thank you for sharing. Easy to understand.
@hesamamini7213
@hesamamini7213 2 года назад
Hi mohd, thank you for this usefull video
@zafercelik2955
@zafercelik2955 2 года назад
Is there any difference in the results between drawing soil from soil section by boreholes and structure section?
@muazafja3931
@muazafja3931 3 года назад
Very helpful sir, thank you
@bim_engineer_structural
@bim_engineer_structural 3 года назад
The best sir.
@krishna32123
@krishna32123 3 года назад
Thank you for the video. It was a nice tutorial. Can you make a tutorial on reinforced earth wall with gabion facing?
@mohdfairusyusof1434
@mohdfairusyusof1434 3 года назад
Great suggestion! I will try to make that video. TQ Choudhary
@MISSIONAPSCAEANDJE
@MISSIONAPSCAEANDJE Год назад
Can you make a video for Dyanamic slope stabilty analysis
@mohamedelhaddiabidi1571
@mohamedelhaddiabidi1571 3 года назад
thank you yusof, good work...
@mohdfairusyusof1434
@mohdfairusyusof1434 3 года назад
Thank you too
@derickasangwing1787
@derickasangwing1787 Год назад
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
@riffbaba Год назад
in plaxis, go to help, license configuration. there select everything and restart plaxis. That should do it.
@fatimaoloughlin9084
@fatimaoloughlin9084 3 года назад
Thank U very useful
@mertdemir3498
@mertdemir3498 4 месяца назад
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
@kimjongun3097 2 года назад
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.
@fabienhandje1878
@fabienhandje1878 2 года назад
Thank you Sir
@vivekanand4245
@vivekanand4245 2 года назад
Can we find factor of safety of cantilever sheet pile wall?
@furkanveliozcelik1577
@furkanveliozcelik1577 3 года назад
Thank you for he video firstly, can we make seepage analysis for different rainfall conditions on slopes with plaxis 2D?
@mohdfairusyusof1434
@mohdfairusyusof1434 3 года назад
yes, you can model the infiltration rate in plaxis 2D
@musaaslantas5460
@musaaslantas5460 Год назад
thanks
@tharsushini4002
@tharsushini4002 11 месяцев назад
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
@user-eq3yo5yc2j
@user-eq3yo5yc2j Год назад
thanks man
@arsyrosidarta368
@arsyrosidarta368 3 года назад
thank you sir for this video.
@mohdfairusyusof1434
@mohdfairusyusof1434 3 года назад
TQ Rosidarta
@sohaib13100
@sohaib13100 3 года назад
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
@AbdelhamidBaitich Год назад
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)?
@ahsanhabib8171
@ahsanhabib8171 3 года назад
THANKS A LOT ... SIR
@ahsanhabib8171
@ahsanhabib8171 2 года назад
Continuity
@Coktepkiliyim
@Coktepkiliyim 3 года назад
Sir can we model the stabilization of slopes by passive piles safely with plaxis?
@sreekuttykv1887
@sreekuttykv1887 2 года назад
Can you make a tutorial of slope stability in plaxis 3d please
@kamikazebomb2242
@kamikazebomb2242 Год назад
Why safety analysis is not allowed after dynamic analysis sir?
@GENENETILAHUN
@GENENETILAHUN 16 дней назад
I need to install software how can i get please help me
@safzal88
@safzal88 3 месяца назад
I need this version of Plaxis. Can anyone help?
@arsyrosidarta368
@arsyrosidarta368 3 года назад
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
@mohdfairusyusof1434 3 года назад
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
@engeneerengeneer3986
@engeneerengeneer3986 Год назад
02:38 Why show groundwater levels if the video doesn't explain it?
@elnour8480
@elnour8480 3 года назад
Morning please it"s which version of plaxis?
@noorshadatulamirabintimohd8226
@noorshadatulamirabintimohd8226 3 года назад
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
@mohdfairusyusof1434 3 года назад
Shadatul, kalau ada model boleh tunjukkan saya atau email saya mohdfairusy@gmail.com
@triplytrip4253
@triplytrip4253 3 года назад
Can you make content about Plaxis more and more
@kallieballakoroma9621
@kallieballakoroma9621 4 месяца назад
Please can I have the software
@GOSPEL276
@GOSPEL276 3 года назад
Does this tutorial works for plaxis LE?
@milaiqasyah01
@milaiqasyah01 Месяц назад
na tanya, plaxis ini model 2d versi apakah?
@hendraaryadin2548
@hendraaryadin2548 2 года назад
can you share your matery?? thanks for video upload
@elnour8480
@elnour8480 3 года назад
Thanks for the video. please can I have the power point file??
@adihizami
@adihizami 2 года назад
Thank you sir
@anggapranata9619
@anggapranata9619 2 года назад
Thank you sir
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