Slope Stability Analysis Using PLAXIS 2D

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which version of PLAXIS 2D are you using??

themercury
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Your video was so helpful 😭 thankyou so much!!

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

ornchantha
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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.

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

zafercelik
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Thank you for sharing. Easy to understand.

nurzarithsofiamohamadzamri
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Can you make a video for Dyanamic slope stabilty analysis

MISSIONAPSCAEANDJE
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Hi mohd, thank you for this usefull video

hesamamini
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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

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

krishna
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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

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

vivekanand
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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.

kimjongun
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Why safety analysis is not allowed after dynamic analysis sir?

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

furkanveliozcelik
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Morning please it"s which version of plaxis?

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

sreekuttykv
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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)?

AbdelhamidBaitich
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na tanya, plaxis ini model 2d versi apakah?

milaiqasyah
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Does this tutorial works for plaxis LE?

GOSPEL