Slope Stability Analysis Using PLAXIS 2D

[@themercury2036]

which version of PLAXIS 2D are you using??

[@ratandasdjn91]

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.

[@salsabilaassegaf8318]

Your video was so helpful 😭 thankyou so much!!

[@ornchantha228]

Really appreciate for your teaching Sir. I hope you do more video in English.

[@zafercelik2955]

Is there any difference in the results between drawing soil from soil section by boreholes and structure section?

[@MISSIONAPSCAEANDJE]

Can you make a video for Dyanamic slope stabilty analysis

[@derickasangwing1787]

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]

in plaxis, go to help, license configuration. there select everything and restart plaxis. That should do it.

[@hesamamini7213]

Hi mohd, thank you for this usefull video

[@nurzarithsofiamohamadzamri8519]

Thank you for sharing. Easy to understand.

[@kimjongun3097]

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.

[@elnour8480]

Morning please it"s which version of plaxis?

[@vivekanand4245]

Can we find factor of safety of cantilever sheet pile wall?

[@tharsushini4002]

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

[@AbdelhamidBaitich]

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)?

[@krishna32123]

Thank you for the video. It was a nice tutorial. Can you make a tutorial on reinforced earth wall with gabion facing?

[@mohdfairusyusof1434]

Great suggestion! I will try to make that video. TQ Choudhary

[@kamikazebomb2242]

Why safety analysis is not allowed after dynamic analysis sir?

[@muazafja3931]

Very helpful sir, thank you

[@sreekuttykv1887]

Can you make a tutorial of slope stability in plaxis 3d please

[@GOSPEL276]

Does this tutorial works for plaxis LE?

[@bim_engineer_structural]

The best sir.

[@arsyrosidarta368]

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]

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

[@safzal88]

I need this version of Plaxis. Can anyone help?

[@milaiqasyah01]

na tanya, plaxis ini model 2d versi apakah?

[@furkanveliozcelik1577]

Thank you for he video firstly, can we make seepage analysis for different rainfall conditions on slopes with plaxis 2D?

[@mohdfairusyusof1434]

yes, you can model the infiltration rate in plaxis 2D

[@Coktepkiliyim]

Sir can we model the stabilization of slopes by passive piles safely with plaxis?

[@SUDARSHANSAPKOTA-g9d]

thanks man

[@mertdemir3498]

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

[@mohamedelhaddiabidi1571]

thank you yusof, good work...

[@mohdfairusyusof1434]

Thank you too

[@noorshadatulamirabintimohd8226]

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]

Shadatul, kalau ada model boleh tunjukkan saya atau email saya [e-mail]

[@triplytrip4253]

Can you make content about Plaxis more and more

[@GENENETILAHUN]

I need to install software how can i get please help me

[@kallieballakoroma9621]

Please can I have the software

[@hendraaryadin2548]

can you share your matery?? thanks for video upload

[@sohaib13100]

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

[@fatimaoloughlin9084]

Thank U very useful

[@arsyrosidarta368]

thank you sir for this video.

[@mohdfairusyusof1434]

TQ Rosidarta

[@musaaslantas5460]

thanks

[@anggapranata9619]

Thank you sir

[@elnour8480]

Thanks for the video. please can I have the power point file??

[@ahsanhabib8171]

THANKS A LOT ... SIR

[@ahsanhabib8171]

Continuity

[@engeneerengeneer3986]

02:38 Why show groundwater levels if the video doesn't explain it?

[@adihizami]

Thank you sir

[@fabienhandje1878]

Thank you Sir